Note
Go to the end to download the full example code.
Contact Surface Wear Simulation#
Using a Archard wear model, this example demonstrates contact sliding of a hemispherical ring on a flat ring to produce wear.
The model includes:
Hemispherical ring with a radius of 30 mm made of copper.
Flat ring with an inner radius of 50 mm and an outer radius of 150 mm made of steel.
The hemispherical ring is in contact with the flat ring at the center from the axis of rotation at 100 mm and is subjected to a 1) pressure of 4000 N/mm2 and 2) a rotation with a frequency of 100,000 revolutions/sec.
The application evaluates total deformation and normal stress results, in loading direction, prior to and following wear. In addition, contact pressure prior to wear is evaluated.
Import necessary libraries#
import os
from ansys.mechanical.core import launch_mechanical
from ansys.mechanical.core.examples import download_file
from matplotlib import image as mpimg
from matplotlib import pyplot as plt
Launch mechanical#
Launch a new Mechanical session in batch, setting the cleanup_on_exit
argument to False. To close this Mechanical session when finished,
this example must call the mechanical.exit() method.
mechanical = launch_mechanical(batch=True, cleanup_on_exit=False)
print(mechanical)
Ansys Mechanical [Ansys Mechanical Enterprise]
Product Version:241
Software build date: 11/27/2023 10:24:20
Initialize variable for workflow#
Set the part_file_path variable on the server for later use.
Make this variable compatible for Windows, Linux, and Docker containers.
project_directory = mechanical.project_directory
print(f"project directory = {project_directory}")
project directory = /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/
Download required geometry file#
Download the required file. Print the file path for the geometry file.
geometry_path = download_file("example_07_td43_wear.agdb", "pymechanical", "00_basic")
print(f"Downloaded the geometry file to: {geometry_path}")
# Upload the file to the project directory.
mechanical.upload(file_name=geometry_path, file_location_destination=project_directory)
# Build the path relative to project directory.
base_name = os.path.basename(geometry_path)
combined_path = os.path.join(project_directory, base_name)
part_file_path = combined_path.replace("\\", "\\\\")
mechanical.run_python_script(f"part_file_path='{part_file_path}'")
Downloaded the geometry file to: /home/runner/.local/share/ansys_mechanical_core/examples/example_07_td43_wear.agdb
Uploading example_07_td43_wear.agdb to dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/.: 0%| | 0.00/2.27M [00:00<?, ?B/s]
Uploading example_07_td43_wear.agdb to dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/.: 100%|██████████| 2.27M/2.27M [00:00<00:00, 547MB/s]
''
Download required material files#
Download the required files. Print the file path for the material file.
mat_cop_path = download_file("example_07_Mat_Copper.xml", "pymechanical", "00_basic")
print(f"Downloaded the material file to: {mat_cop_path}")
# Upload the file to the project directory.
mechanical.upload(file_name=mat_cop_path, file_location_destination=project_directory)
# Build the path relative to project directory.
base_name = os.path.basename(mat_cop_path)
combined_path = os.path.join(project_directory, base_name)
mat_Copper_file_path = combined_path.replace("\\", "\\\\")
mechanical.run_python_script(f"mat_Copper_file_path='{mat_Copper_file_path}'")
mat_st_path = download_file("example_07_Mat_Steel.xml", "pymechanical", "00_basic")
print(f"Downloaded the material file to: {mat_st_path}")
# Upload the file to the project directory.
mechanical.upload(file_name=mat_st_path, file_location_destination=project_directory)
# Build the path relative to project directory.
base_name = os.path.basename(mat_st_path)
combined_path = os.path.join(project_directory, base_name)
mat_Steel_file_path = combined_path.replace("\\", "\\\\")
mechanical.run_python_script(f"mat_Steel_file_path='{mat_Steel_file_path}'")
# Verify the path.
result = mechanical.run_python_script("part_file_path")
print(f"part_file_path on server: {result}")
Downloaded the material file to: /home/runner/.local/share/ansys_mechanical_core/examples/example_07_Mat_Copper.xml
Uploading example_07_Mat_Copper.xml to dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/.: 0%| | 0.00/5.00k [00:00<?, ?B/s]
Uploading example_07_Mat_Copper.xml to dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/.: 100%|██████████| 5.00k/5.00k [00:00<00:00, 15.2MB/s]
Downloaded the material file to: /home/runner/.local/share/ansys_mechanical_core/examples/example_07_Mat_Steel.xml
Uploading example_07_Mat_Steel.xml to dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/.: 0%| | 0.00/5.00k [00:00<?, ?B/s]
Uploading example_07_Mat_Steel.xml to dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/.: 100%|██████████| 5.00k/5.00k [00:00<00:00, 20.3MB/s]
part_file_path on server: /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/example_07_td43_wear.agdb
Run the script#
Run the Mechanical script to attach the geometry, set up, and solve the analysis.
output = mechanical.run_python_script(
"""
import json
import os
import context_menu
# Section 1: Read geometry and material information.
geometry_import_group_11 = Model.GeometryImportGroup
geometry_import_12 = geometry_import_group_11.AddGeometryImport()
geometry_import_12_format = Ansys.Mechanical.DataModel.Enums.GeometryImportPreference.\
Format.Automatic
geometry_import_12_preferences = Ansys.ACT.Mechanical.Utilities.GeometryImportPreferences()
geometry_import_12_preferences.ProcessNamedSelections = True
geometry_import_12_preferences.ProcessCoordinateSystems = True
geometry_import_12.Import(part_file_path,geometry_import_12_format,geometry_import_12_preferences)
MAT = ExtAPI.DataModel.Project.Model.Materials
MAT.Import(mat_Copper_file_path)
MAT.Import(mat_Steel_file_path)
# Section 2: Set up the unit system.
ExtAPI.Application.ActiveUnitSystem = MechanicalUnitSystem.StandardNMM
# Section 3: Store all main tree nodes as variables.
MODEL = ExtAPI.DataModel.Project.Model
GEOM = ExtAPI.DataModel.Project.Model.Geometry
CS_GRP = ExtAPI.DataModel.Project.Model.CoordinateSystems
CONN_GRP = ExtAPI.DataModel.Project.Model.Connections
MSH = ExtAPI.DataModel.Project.Model.Mesh
NS_GRP = ExtAPI.DataModel.Project.Model.NamedSelections
Model.AddStaticStructuralAnalysis()
STAT_STRUC = Model.Analyses[0]
STAT_STRUC_SOLN = STAT_STRUC.Solution
STAT_STRUC_ANA_SETTING = STAT_STRUC.Children[0]
# Section 4: Store name selection.
CURVE_NS = [x for x in ExtAPI.DataModel.Tree.AllObjects if x.Name == 'curve'][0]
DIA_NS = [x for x in ExtAPI.DataModel.Tree.AllObjects if x.Name == 'dia'][0]
VER_EDGE1 = [x for x in ExtAPI.DataModel.Tree.AllObjects if x.Name == 'v1'][0]
VER_EDGE2 = [x for x in ExtAPI.DataModel.Tree.AllObjects if x.Name == 'v2'][0]
HOR_EDGE1 = [x for x in ExtAPI.DataModel.Tree.AllObjects if x.Name == 'h1'][0]
HOR_EDGE2 = [x for x in ExtAPI.DataModel.Tree.AllObjects if x.Name == 'h2'][0]
ALL_BODIES_NS = [x for x in ExtAPI.DataModel.Tree.AllObjects if x.Name == 'all_bodies'][0]
# Section 5: Assign material to bodies and change behavior to axisymmetric.
GEOM.Model2DBehavior=Model2DBehavior.AxiSymmetric
SURFACE1=GEOM.Children[0].Children[0]
SURFACE1.Material="Steel"
SURFACE1.Dimension = ShellBodyDimension.Two_D
SURFACE2=GEOM.Children[1].Children[0]
SURFACE2.Material="Copper"
SURFACE2.Dimension = ShellBodyDimension.Two_D
# Section 6: Change contact settings and add a command snippet to use Archard Wear Model.
CONT_REG = CONN_GRP.AddContactRegion()
CONT_REG.SourceLocation = NS_GRP.Children[6]
CONT_REG.TargetLocation = NS_GRP.Children[3]
#CONT_REG.FlipContactTarget()
CONT_REG.ContactType=ContactType.Frictionless
CONT_REG.Behavior=ContactBehavior.Asymmetric
CONT_REG.ContactFormulation=ContactFormulation.AugmentedLagrange
CONT_REG.DetectionMethod=ContactDetectionPoint.NodalNormalToTarget
# Add missing contact keyopt and Archard Wear Model in workbench using command snippet.
AWM = '''keyo,cid,5,1
keyo,cid,10,2
pi=acos(-1)
slide_velocity=1e5
Uring_offset=100
kcopper=10e-13*slide_velocity*2*pi*Uring_offset
TB,WEAR,cid,,,ARCD
TBFIELD,TIME,0
TBDATA,1,0,1,1,0,0
TBFIELD,TIME,1
TBDATA,1,0,1,1,0,0
TBFIELD,TIME,1.01
TBDATA,1,kcopper,1,1,0,0
TBFIELD,TIME,4
TBDATA,1,kcopper,1,1,0,0'''
CMD1=CONT_REG.AddCommandSnippet()
CMD1.AppendText(AWM)
# Section 7: Insert remote point.
REM_PT=MODEL.AddRemotePoint()
REM_PT.Location=DIA_NS
REM_PT.Behavior=LoadBehavior.Rigid
# Section 8: Generate mesh.
MSH.ElementOrder=ElementOrder.Linear
MSH.ElementSize=Quantity('1 [mm]')
EDGE_SIZING1=MSH.AddSizing()
EDGE_SIZING1.Location=HOR_EDGE1
EDGE_SIZING1.Type=SizingType.NumberOfDivisions
EDGE_SIZING1.NumberOfDivisions=70
EDGE_SIZING2=MSH.AddSizing()
EDGE_SIZING2.Location=HOR_EDGE2
EDGE_SIZING2.Type=SizingType.NumberOfDivisions
EDGE_SIZING2.NumberOfDivisions=70
EDGE_SIZING3=MSH.AddSizing()
EDGE_SIZING3.Location=VER_EDGE1
EDGE_SIZING3.Type=SizingType.NumberOfDivisions
EDGE_SIZING3.NumberOfDivisions=35
EDGE_SIZING4=MSH.AddSizing()
EDGE_SIZING4.Location=VER_EDGE2
EDGE_SIZING4.Type=SizingType.NumberOfDivisions
EDGE_SIZING4.NumberOfDivisions=35
EDGE_SIZING5=MSH.AddSizing()
EDGE_SIZING5.Location=DIA_NS
EDGE_SIZING5.Type=SizingType.NumberOfDivisions
EDGE_SIZING5.NumberOfDivisions=40
EDGE_SIZING6=MSH.AddSizing()
EDGE_SIZING6.Location=CURVE_NS
EDGE_SIZING6.Type=SizingType.NumberOfDivisions
EDGE_SIZING6.NumberOfDivisions=60
MSH.GenerateMesh()
# Section 9: Set up analysis settings.
STAT_STRUC_ANA_SETTING.NumberOfSteps=2
STAT_STRUC_ANA_SETTING.CurrentStepNumber=1
STAT_STRUC_ANA_SETTING.AutomaticTimeStepping=AutomaticTimeStepping.On
STAT_STRUC_ANA_SETTING.DefineBy=TimeStepDefineByType.Time
STAT_STRUC_ANA_SETTING.InitialTimeStep=Quantity("0.1 [s]")
STAT_STRUC_ANA_SETTING.MinimumTimeStep=Quantity("0.0001 [s]")
STAT_STRUC_ANA_SETTING.MaximumTimeStep=Quantity("1 [s]")
STAT_STRUC_ANA_SETTING.CurrentStepNumber=2
STAT_STRUC_ANA_SETTING.Activate()
STAT_STRUC_ANA_SETTING.StepEndTime=Quantity("4 [s]")
STAT_STRUC_ANA_SETTING.AutomaticTimeStepping=AutomaticTimeStepping.On
STAT_STRUC_ANA_SETTING.DefineBy=TimeStepDefineByType.Time
STAT_STRUC_ANA_SETTING.InitialTimeStep=Quantity("0.01 [s]")
STAT_STRUC_ANA_SETTING.MinimumTimeStep=Quantity("0.000001 [s]")
STAT_STRUC_ANA_SETTING.MaximumTimeStep=Quantity("0.02 [s]")
STAT_STRUC_ANA_SETTING.LargeDeflection=True
# Section 10: Insert loading and BC.
FIX_SUP=STAT_STRUC.AddFixedSupport()
FIX_SUP.Location=HOR_EDGE1
REM_DISP=STAT_STRUC.AddRemoteDisplacement()
REM_DISP.Location=REM_PT
REM_DISP.XComponent.Output.DiscreteValues=[Quantity('0[mm]')]
REM_DISP.RotationZ.Output.DiscreteValues=[Quantity('0[deg]')]
REM_FRC=STAT_STRUC.AddRemoteForce()
REM_FRC.Location=REM_PT
REM_FRC.DefineBy=LoadDefineBy.Components
REM_FRC.YComponent.Output.DiscreteValues=[Quantity("-150796320 [N]")]
#Nonlinear Adaptivity does not support contact criterion yet hence command snippet used
NLAD = '''NLADAPTIVE,all,add,contact,wear,0.50
NLADAPTIVE,all,on,all,all,1,,4
NLADAPTIVE,all,list,all,all'''
CMD2=STAT_STRUC.AddCommandSnippet()
CMD2.AppendText(NLAD)
CMD2.StepSelectionMode=SequenceSelectionType.All
# Section 11: Insert results.
TOT_DEF=STAT_STRUC_SOLN.AddTotalDeformation()
NORM_STRS1=STAT_STRUC_SOLN.AddNormalStress()
NORM_STRS1.NormalOrientation=NormalOrientationType.YAxis
NORM_STRS1.DisplayTime=Quantity('1 [s]')
NORM_STRS1.DisplayOption=ResultAveragingType.Unaveraged
NORM_STRS2=STAT_STRUC_SOLN.AddNormalStress()
NORM_STRS2.NormalOrientation=NormalOrientationType.YAxis
NORM_STRS2.DisplayTime=Quantity('4 [s]')
NORM_STRS2.DisplayOption=ResultAveragingType.Unaveraged
CONT_TOOL=STAT_STRUC_SOLN.AddContactTool()
CONT_TOOL.ScopingMethod=GeometryDefineByType.Geometry
SEL1=ExtAPI.SelectionManager.AddSelection(ALL_BODIES_NS)
SEL2=ExtAPI.SelectionManager.CurrentSelection
CONT_TOOL.Location=SEL2
ExtAPI.SelectionManager.ClearSelection()
CONT_PRES1=CONT_TOOL.AddPressure()
CONT_PRES1.DisplayTime=Quantity('1 [s]')
CONT_PRES2=CONT_TOOL.AddPressure()
CONT_PRES2.DisplayTime=Quantity('4 [s]')
# Section 12: Set the number of processors to 6 using DANSYS.
#testval2 = STAT_STRUC.SolveConfiguration.SolveProcessSettings.MaxNumberOfCores
#STAT_STRUC.SolveConfiguration.SolveProcessSettings.MaxNumberOfCores = 6
# Section 13: Solve and validate the results.
STAT_STRUC_SOLN.Solve(True)
STAT_STRUC_SS=STAT_STRUC_SOLN.Status
# Section 14: Store post-processing images.
# Set front view and zoom to fit.
cam = Graphics.Camera
cam.SetSpecificViewOrientation(ViewOrientationType.Front)
cam.SetFit()
mechdir = STAT_STRUC.Children[0].SolverFilesDirectory
export_path = os.path.join(mechdir, "stress.png")
NORM_STRS2.Activate()
Graphics.ExportImage(export_path, GraphicsImageExportFormat.PNG)
export_path2 = os.path.join(mechdir, "contact_pres.png")
CONT_PRES2.Activate()
Graphics.ExportImage(export_path2, GraphicsImageExportFormat.PNG)
my_results_details = {
"Normal_Stress1": str(NORM_STRS1.Minimum),
"Normal_Stress2": str(NORM_STRS2.Minimum),
"Contact_Pressure1": str(CONT_PRES1.Maximum),
"Contact_Pressure2": str(CONT_PRES2.Maximum),
}
json.dumps(my_results_details)
"""
)
print(output)
{"Normal_Stress1": "-16597.388671875 [MPa]", "Contact_Pressure1": "15435.1669921875 [MPa]", "Normal_Stress2": "-10659.8759765625 [MPa]", "Contact_Pressure2": "10162.2333984375 [MPa]"}
Initialize the variable needed for the image directory#
Set the image_dir variable for later use.
Make the variable compatible for Windows, Linux, and Docker containers.
# image_directory_modified = project_directory.replace("\\", "\\\\")
mechanical.run_python_script(f"image_dir=ExtAPI.DataModel.AnalysisList[0].WorkingDir")
# Verify the path for image directory.
result_image_dir_server = mechanical.run_python_script(f"image_dir")
print(f"Images are stored on the server at: {result_image_dir_server}")
Images are stored on the server at: /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/
Download the image and plot#
Download one image file from the server to the current working directory and plot using matplotlib.
def get_image_path(image_name):
return os.path.join(result_image_dir_server, image_name)
def display_image(path):
print(f"Printing {path} using matplotlib")
image1 = mpimg.imread(path)
plt.figure(figsize=(15, 15))
plt.axis("off")
plt.imshow(image1)
plt.show()
image_names = ["stress.png", "contact_pres.png"]
for image_name in image_names:
image_path_server = get_image_path(image_name)
if image_path_server != "":
current_working_directory = os.getcwd()
local_file_path_list = mechanical.download(
image_path_server, target_dir=current_working_directory
)
image_local_path = local_file_path_list[0]
print(f"Local image path : {image_local_path}")
display_image(image_local_path)
Downloading dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/stress.png to /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/stress.png: 0%| | 0.00/88.5k [00:00<?, ?B/s]
Downloading dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/stress.png to /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/stress.png: 100%|██████████| 88.5k/88.5k [00:00<00:00, 1.76GB/s]
Local image path : /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/stress.png
Printing /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/stress.png using matplotlib
Downloading dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/contact_pres.png to /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/contact_pres.png: 0%| | 0.00/43.4k [00:00<?, ?B/s]
Downloading dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/contact_pres.png to /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/contact_pres.png: 100%|██████████| 43.4k/43.4k [00:00<00:00, 863MB/s]
Local image path : /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/contact_pres.png
Printing /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/contact_pres.png using matplotlib
Download output file from solve and print contents#
Download the solve.out file from the server to the current working
directory and print the contents. Remove the solve.out file.
def get_solve_out_path(mechanical):
"""Get the solve out path and return."""
solve_out_path = ""
for file_path in mechanical.list_files():
if file_path.find("solve.out") != -1:
solve_out_path = file_path
break
return solve_out_path
def write_file_contents_to_console(path):
"""Write file contents to console."""
with open(path, "rt") as file:
for line in file:
print(line, end="")
solve_out_path = get_solve_out_path(mechanical)
if solve_out_path != "":
current_working_directory = os.getcwd()
mechanical.download(solve_out_path, target_dir=current_working_directory)
solve_out_local_path = os.path.join(current_working_directory, "solve.out")
write_file_contents_to_console(solve_out_local_path)
os.remove(solve_out_local_path)
Downloading dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/solve.out to /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/solve.out: 0%| | 0.00/272k [00:00<?, ?B/s]
Downloading dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/solve.out to /home/runner/work/pymechanical-examples/pymechanical-examples/examples/technology_showcase/solve.out: 100%|██████████| 272k/272k [00:00<00:00, 1.06GB/s]
Ansys Mechanical Enterprise
*------------------------------------------------------------------*
| |
| W E L C O M E T O T H E A N S Y S (R) P R O G R A M |
| |
*------------------------------------------------------------------*
***************************************************************
* ANSYS MAPDL 2024 R1 LEGAL NOTICES *
***************************************************************
* *
* Copyright 1971-2024 Ansys, Inc. All rights reserved. *
* Unauthorized use, distribution or duplication is *
* prohibited. *
* *
* Ansys is a registered trademark of Ansys, Inc. or its *
* subsidiaries in the United States or other countries. *
* See the Ansys, Inc. online documentation or the Ansys, Inc. *
* documentation CD or online help for the complete Legal *
* Notice. *
* *
***************************************************************
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* THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION *
* INCLUDE TRADE SECRETS AND CONFIDENTIAL AND PROPRIETARY *
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2024 R1
Point Releases and Patches installed:
Ansys, Inc. License Manager 2024 R1
Structures 2024 R1
LS-DYNA 2024 R1
Mechanical Products 2024 R1
***** MAPDL COMMAND LINE ARGUMENTS *****
BATCH MODE REQUESTED (-b) = NOLIST
INPUT FILE COPY MODE (-c) = COPY
DISTRIBUTED MEMORY PARALLEL REQUESTED
4 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
TOTAL OF 4 CORES REQUESTED
INPUT FILE NAME = /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/dummy.dat
OUTPUT FILE NAME = /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/solve.out
START-UP FILE MODE = NOREAD
STOP FILE MODE = NOREAD
RELEASE= 2024 R1 BUILD= 24.1 UP20231106 VERSION=LINUX x64
CURRENT JOBNAME=file0 08:58:38 MAY 06, 2024 CP= 0.230
PARAMETER _DS_PROGRESS = 999.0000000
/INPUT FILE= ds.dat LINE= 0
*** NOTE *** CP = 0.293 TIME= 08:58:38
The /CONFIG,NOELDB command is not valid in a distributed memory
parallel solution. Command is ignored.
*GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 8.97722222
TITLE=
--Static Structural
ACT Extensions:
LSDYNA, 2024.1
5f463412-bd3e-484b-87e7-cbc0a665e474, wbex
SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR
TYPE=STRI DIMENSIONS= 248 1 1
PARAMETER _WB_PROJECTSCRATCH_DIR(1) = /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/
SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR
TYPE=STRI DIMENSIONS= 248 1 1
PARAMETER _WB_SOLVERFILES_DIR(1) = /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/
SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR
TYPE=STRI DIMENSIONS= 248 1 1
PARAMETER _WB_USERFILES_DIR(1) = /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/UserFiles/
--- Data in consistent NMM units. See Solving Units in the help system for more
MPA UNITS SPECIFIED FOR INTERNAL
LENGTH = MILLIMETERS (mm)
MASS = TONNE (Mg)
TIME = SECONDS (sec)
TEMPERATURE = CELSIUS (C)
TOFFSET = 273.0
FORCE = NEWTON (N)
HEAT = MILLIJOULES (mJ)
INPUT UNITS ARE ALSO SET TO MPA
*** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R1 24.1 ***
Ansys Mechanical Enterprise
00000000 VERSION=LINUX x64 08:58:38 MAY 06, 2024 CP= 0.297
--Static Structural
***** MAPDL ANALYSIS DEFINITION (PREP7) *****
*********** Nodes for the whole assembly ***********
*********** Nodes for all Remote Points ***********
*** WARNING *** CP = 0.335 TIME= 08:58:38
-1 is not a recognized PREP7 command, abbreviation, or macro.
This command will be ignored.
*********** Elements for Body 1 "Steel_Ring" ***********
*********** Elements for Body 2 "Hemispherical_Copper_Ring" ***********
*********** Send User Defined Coordinate System(s) ***********
*********** Set Reference Temperature ***********
*********** Send Materials ***********
*********** Send Sheet Properties ***********
*********** Create Contact "Contact Region" ***********
Real Constant Set For Above Contact Is 4 & 3
*********** Send Named Selection as Element Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Fixed Supports ***********
*********** Create Remote Point "Remote Point" ***********
*********** Construct Remote Force ***********
*********** Construct Remote Displacement ***********
*** Create a component for all remote displacements ***
***** ROUTINE COMPLETED ***** CP = 0.422
--- Number of total nodes = 6377
--- Number of contact elements = 170
--- Number of spring elements = 0
--- Number of bearing elements = 0
--- Number of solid elements = 6326
--- Number of condensed parts = 0
--- Number of total elements = 6497
*GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 8.97722222
****************************************************************************
************************* SOLUTION ********************************
****************************************************************************
***** MAPDL SOLUTION ROUTINE *****
PERFORM A STATIC ANALYSIS
THIS WILL BE A NEW ANALYSIS
LARGE DEFORMATION ANALYSIS
PARAMETER _THICKRATIO = 0.000000000
USE SPARSE MATRIX DIRECT SOLVER
CONTACT INFORMATION PRINTOUT LEVEL 1
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
SPLIT CONTACT SURFACES AT SOLVE PHASE
NUMBER OF SPLITTING TBD BY PROGRAM
DO NOT COMBINE ELEMENT MATRIX FILES (.emat) AFTER DISTRIBUTED PARALLEL SOLUTION
DO NOT COMBINE ELEMENT SAVE DATA FILES (.esav) AFTER DISTRIBUTED PARALLEL SOLUTION
NLDIAG: Nonlinear diagnostics CONT option is set to ON.
Writing frequency : each ITERATION.
DEFINE RESTART CONTROL FOR LOADSTEP LAST
AT FREQUENCY OF LAST AND NUMBER FOR OVERWRITE IS -1
DELETE RESTART FILES OF ENDSTEP
****************************************************
******************* SOLVE FOR LS 1 OF 2 ****************
SELECT FOR ITEM=NODE COMPONENT=
IN RANGE 6377 TO 6377 STEP 1
1 NODES (OF 6377 DEFINED) SELECTED BY NSEL COMMAND.
SPECIFIED NODAL LOAD FX FOR SELECTED NODES 1 TO 6377 BY 1
REAL= 0.00000000 IMAG= 0.00000000
SPECIFIED NODAL LOAD FY FOR SELECTED NODES 1 TO 6377 BY 1
REAL= -150796320. IMAG= 0.00000000
ALL SELECT FOR ITEM=NODE COMPONENT=
IN RANGE 1 TO 6377 STEP 1
6377 NODES (OF 6377 DEFINED) SELECTED BY NSEL COMMAND.
SPECIFIED CONSTRAINT UX FOR SELECTED NODES 6377 TO 6377 BY 1
REAL= 0.00000000 IMAG= 0.00000000
SPECIFIED CONSTRAINT ROTZ FOR SELECTED NODES 6377 TO 6377 BY 1
REAL= 0.00000000 IMAG= 0.00000000
PRINTOUT RESUMED BY /GOP
USE AUTOMATIC TIME STEPPING THIS LOAD STEP
USE INITIAL TIME STEP SIZE OF 0.1000000 FOR ALL DEGREES OF FREEDOM
FOR AUTOMATIC TIME STEPPING:
USE 0.1000000E-03 AS THE MINIMUM TIME STEP SIZE
USE 1.000000 AS THE MAXIMUM TIME STEP SIZE
TIME= 1.0000
ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.
WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE
FOR ALL APPLICABLE ENTITIES
WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE EANG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE ETMP ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE VENG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE CONT ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
ADD NONLINEAR ADAPTIVE CRITERION FOR ALL APPLICABLE ELEMENTS:
COMPONENT NAME CRITERION OPTION DATA
CONTACT WEAR 0.50000E+00
THE DEFINED NONLINEAR ADAPTIVE CRITERION IS TURNED FOR ALL APPLICABLE ELEMENTS:
COMPONENT NAME ON/OFF SUBSTEPS START TIME END TIME NEW ELEMENT TYPE
ON 1 0.00000E+00 0.40000E+01 0.00000E+00
LIST DEFINED NONLINEAR ADAPTIVE CRITERION FOR ALL APPLICABLE ELEMENTS:
COMPONENT NAME CRITERION OPTION DATA
CONTACT WEAR 0.50000E+00
LIST THE SPECIFIED ACTIONS FOR DEFINED COMPONENT BASED CRITERIA FOR ALL APPLICABLE ELEMENTS:
COMPONENT NAME ON/OFF SUBSTEPS START TIME END TIME
ON 1 0.00000E+00 0.40000E+01
*GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000
*IF ANSINTER_ ( = 0.00000 ) NE
0 ( = 0.00000 ) THEN
*ENDIF
*** NOTE *** CP = 0.658 TIME= 08:58:38
The automatic domain decomposition logic has selected the MESH domain
decomposition method with 4 processes per solution.
***** MAPDL SOLVE COMMAND *****
*** WARNING *** CP = 0.667 TIME= 08:58:38
Element shape checking is currently inactive. Issue SHPP,ON or
SHPP,WARN to reactivate, if desired.
*** NOTE *** CP = 0.684 TIME= 08:58:38
Axisymmetric elements are present. The nodal loads input with the F
commands and the reaction forces are on a full circle basis. This
differs from the pre-MAPDL 5.0 interpretation.
*** NOTE *** CP = 0.690 TIME= 08:58:38
The model data was checked and warning messages were found.
Please review output or errors file (
/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/fil
le0.err ) for these warning messages.
*** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS ***
---GIVE SUGGESTIONS ONLY---
ELEMENT TYPE 1 IS PLANE182 WITH AXISYMMETRIC OPTION. IT IS ASSOCIATED WITH
LINEAR MATERIALS ONLY AND POISSON'S RATIO IS NOT GREATER THAN 0.49.
KEYOPT(1)=3 IS SUGGESTED.
ELEMENT TYPE 2 IS PLANE182 WITH AXISYMMETRIC OPTION. IT IS ASSOCIATED WITH
LINEAR MATERIALS ONLY AND POISSON'S RATIO IS NOT GREATER THAN 0.49.
KEYOPT(1)=3 IS SUGGESTED.
*** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R1 24.1 ***
Ansys Mechanical Enterprise
00000000 VERSION=LINUX x64 08:58:38 MAY 06, 2024 CP= 0.702
--Static Structural
S O L U T I O N O P T I O N S
PROBLEM DIMENSIONALITY. . . . . . . . . . . . .AXISYMMETRIC
DEGREES OF FREEDOM. . . . . . UX UY ROTZ
ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15
NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON
EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE
NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN
GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC
*** NOTE *** CP = 0.722 TIME= 08:58:38
This nonlinear analysis defaults to using the full Newton-Raphson
solution procedure. This can be modified using the NROPT command.
*** NOTE *** CP = 0.723 TIME= 08:58:38
The conditions for direct assembly have been met. No .emat or .erot
files will be produced.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** NOTE *** CP = 0.740 TIME= 08:58:38
Internal nodes from 6378 to 6378 are created.
1 internal nodes are used for handling degrees of freedom on pilot
nodes of rigid target surfaces.
*** NOTE *** CP = 0.761 TIME= 08:58:38
Internal nodes from 6378 to 6378 are created.
1 internal nodes are used for handling degrees of freedom on pilot
nodes of rigid target surfaces.
*** NOTE *** CP = 0.840 TIME= 08:58:38
The maximum number of contact elements in any single contact pair is
60, which is smaller than the optimal domain size of 401 elements for
the given number of CPU domains (4). Therefore, no contact pairs are
being split by the CNCH,DMP logic.
*** NOTE *** CP = 0.859 TIME= 08:58:38
Internal nodes from 6378 to 6378 are created.
1 internal nodes are used for handling degrees of freedom on pilot
nodes of rigid target surfaces.
*** NOTE *** CP = 0.894 TIME= 08:58:38
Internal nodes from 6378 to 6378 are created.
1 internal nodes are used for handling degrees of freedom on pilot
nodes of rigid target surfaces.
*** NOTE *** CP = 0.919 TIME= 08:58:38
Deformable-deformable contact pair identified by real constant set 3
and contact element type 3 has been set up.
Contact algorithm: Augmented Lagrange method
Contact detection at: nodal point (normal to target surface)
Contact stiffness factor FKN 1.0000
The resulting initial contact stiffness 0.29306E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.88720E-01
Frictionless contact pair is defined
Update contact stiffness at each iteration
Average contact surface length 1.5706
Average contact pair depth 0.88720
Average target surface length 1.4286
Pinball region factor PINB 1.0000
The resulting pinball region 0.88720
Default target edge extension factor TOLS 2.0000
Auto contact offset used to close gap 0.0000
*WARNING*: Initial penetration is included.
*** NOTE *** CP = 0.920 TIME= 08:58:38
Max. Initial penetration 0 was detected between contact element 6339
and target element 6413.
****************************************
*** NOTE *** CP = 0.920 TIME= 08:58:38
Rigid-constraint surface identified by real constant set 5 and contact
element type 5 has been set up. The degrees of freedom of rigid
surface are driven by the pilot node 6377. Internal MPC will be
built.
The used degrees of freedom set is UX UY ROTZ
Please verify constraints (including rotational degrees of freedom)
on the pilot node by yourself.
****************************************
*** NOTE *** CP = 0.947 TIME= 08:58:38
Internal nodes from 6378 to 6378 are created.
1 internal nodes are used for handling degrees of freedom on pilot
nodes of rigid target surfaces.
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 6497
...Number of nodes: 6378
...Decompose to 4 CPU domains
...Element load balance ratio = 1.038
L O A D S T E P O P T I O N S
LOAD STEP NUMBER. . . . . . . . . . . . . . . . 1
TIME AT END OF THE LOAD STEP. . . . . . . . . . 1.0000
AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON
STARTING TIME STEP SIZE. . . . . . . . . . . 0.10000
MINIMUM TIME STEP SIZE . . . . . . . . . . . 0.10000E-03
MAXIMUM TIME STEP SIZE . . . . . . . . . . . 1.0000
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15
NONLINEAR ADAPTIVITY. . . . . . . . . . . . . . ON
STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO
STRESS-STIFFENING . . . . . . . . . . . . . . . ON
TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)
CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
DATABASE OUTPUT CONTROLS
ITEM FREQUENCY COMPONENT
ALL NONE
NSOL ALL
RSOL ALL
EANG ALL
ETMP ALL
VENG ALL
STRS ALL
EPEL ALL
EPPL ALL
CONT ALL
SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 25, BY SOLUTION CONTROL LOGIC.
Range of element maximum matrix coefficients in global coordinates
Maximum = 294444829 at element 3914.
Minimum = 32889517.3 at element 5597.
*** ELEMENT MATRIX FORMULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 4834 PLANE182 0.520 0.000107
2 1492 PLANE182 0.093 0.000063
3 60 CONTA172 0.003 0.000047
4 70 TARGE169 0.000 0.000002
5 40 CONTA172 0.000 0.000006
6 1 TARGE169 0.000 0.000004
Time at end of element matrix formulation CP = 1.81252611.
ALL CURRENT MAPDL DATA WRITTEN TO FILE NAME= file.rdb
FOR POSSIBLE RESUME FROM THIS POINT
FORCE CONVERGENCE VALUE = 0.1508E+08 CRITERION= 0.7540E+05
DISTRIBUTED SPARSE MATRIX DIRECT SOLVER.
Number of equations = 12529, Maximum wavefront = 21
Process memory allocated for solver = 4.396 MB
Process memory required for in-core solution = 4.229 MB
Process memory required for out-of-core solution = 2.638 MB
Total memory allocated for solver = 16.935 MB
Total memory required for in-core solution = 16.292 MB
Total memory required for out-of-core solution = 10.364 MB
*** NOTE *** CP = 1.864 TIME= 08:58:38
The Distributed Sparse Matrix Solver is currently running in the
in-core memory mode. This memory mode uses the most amount of memory
in order to avoid using the hard drive as much as possible, which most
often results in the fastest solution time. This mode is recommended
if enough physical memory is present to accommodate all of the solver
data.
curEqn= 3066 totEqn= 3066 Job CP sec= 1.680
Factor Done= 100% Factor Wall sec= 0.011 rate= 1.9 GFlops
Distributed sparse solver maximum pivot= 525081556 at node 4621 UX.
Distributed sparse solver minimum pivot= 19966175.3 at node 4955 UX.
Distributed sparse solver minimum pivot in absolute value= 19966175.3
at node 4955 UX.
DISP CONVERGENCE VALUE = 0.9119 CRITERION= 0.4560E-01
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9119
DISP CONVERGENCE VALUE = 0.2124 CRITERION= 0.4560E-01
LINE SEARCH PARAMETER = 0.2329 SCALED MAX DOF INC = -0.2124
FORCE CONVERGENCE VALUE = 0.1696E+08 CRITERION= 0.7546E+05
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4268
DISP CONVERGENCE VALUE = 0.2795 CRITERION= 0.4560E-01
LINE SEARCH PARAMETER = 0.6550 SCALED MAX DOF INC = -0.2795
FORCE CONVERGENCE VALUE = 0.1294E+08 CRITERION= 0.7604E+05
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8567E-01
DISP CONVERGENCE VALUE = 0.7754E-01 CRITERION= 0.4560E-01
LINE SEARCH PARAMETER = 0.9052 SCALED MAX DOF INC = -0.7754E-01
FORCE CONVERGENCE VALUE = 0.3175E+07 CRITERION= 0.7651E+05
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2657E-01
DISP CONVERGENCE VALUE = 0.1204E-01 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4530 SCALED MAX DOF INC = -0.1204E-01
FORCE CONVERGENCE VALUE = 0.5754E+06 CRITERION= 0.7654E+05
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4913E-02
DISP CONVERGENCE VALUE = 0.4913E-02 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4913E-02
FORCE CONVERGENCE VALUE = 0.1286E+06 CRITERION= 0.7657E+05
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6189E-03
DISP CONVERGENCE VALUE = 0.3231E-03 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5220 SCALED MAX DOF INC = 0.3231E-03
FORCE CONVERGENCE VALUE = 2113. CRITERION= 0.7657E+05 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** ELEMENT RESULT CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 4834 PLANE182 0.314 0.000065
2 1492 PLANE182 0.094 0.000063
3 34 CONTA172 0.001 0.000042
5 40 CONTA172 0.000 0.000003
*** NODAL LOAD CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 4834 PLANE182 0.059 0.000012
2 1492 PLANE182 0.018 0.000012
3 34 CONTA172 0.000 0.000005
5 40 CONTA172 0.000 0.000000
*** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 6
*** TIME = 0.100000 TIME INC = 0.100000
*** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 7 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2139E+09 CRITERION= 0.1531E+06
DISP CONVERGENCE VALUE = 0.1978 CRITERION= 0.4560E-01
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1978
DISP CONVERGENCE VALUE = 0.1868 CRITERION= 0.4560E-01
LINE SEARCH PARAMETER = 0.9441 SCALED MAX DOF INC = 0.1868
FORCE CONVERGENCE VALUE = 0.1523E+08 CRITERION= 0.1533E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8200E-01
DISP CONVERGENCE VALUE = 0.5504E-01 CRITERION= 0.4560E-01
LINE SEARCH PARAMETER = 0.6712 SCALED MAX DOF INC = 0.5504E-01
FORCE CONVERGENCE VALUE = 0.3647E+07 CRITERION= 0.1532E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4869E-01
DISP CONVERGENCE VALUE = 0.3723E-01 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7645 SCALED MAX DOF INC = 0.3723E-01
FORCE CONVERGENCE VALUE = 0.1505E+07 CRITERION= 0.1531E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6420E-02
DISP CONVERGENCE VALUE = 0.3875E-02 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6036 SCALED MAX DOF INC = 0.3875E-02
FORCE CONVERGENCE VALUE = 0.2775E+06 CRITERION= 0.1531E+06
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4491E-02
DISP CONVERGENCE VALUE = 0.3486E-02 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7762 SCALED MAX DOF INC = 0.3486E-02
FORCE CONVERGENCE VALUE = 0.1473E+06 CRITERION= 0.1531E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 2 COMPLETED. CUM ITER = 11
*** TIME = 0.200000 TIME INC = 0.100000
*** AUTO TIME STEP: NEXT TIME INC = 0.15000 INCREASED (FACTOR = 1.5000)
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.1030E+09 CRITERION= 0.2679E+06
DISP CONVERGENCE VALUE = 0.1401 CRITERION= 0.4560E-01
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1401
DISP CONVERGENCE VALUE = 0.1249 CRITERION= 0.4560E-01
LINE SEARCH PARAMETER = 0.8912 SCALED MAX DOF INC = 0.1249
FORCE CONVERGENCE VALUE = 0.1789E+08 CRITERION= 0.2679E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6744E-01
DISP CONVERGENCE VALUE = 0.2989E-01 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4432 SCALED MAX DOF INC = -0.2989E-01
FORCE CONVERGENCE VALUE = 0.3363E+07 CRITERION= 0.2679E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1038E-01
DISP CONVERGENCE VALUE = 0.8968E-02 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8636 SCALED MAX DOF INC = 0.8968E-02
FORCE CONVERGENCE VALUE = 0.6758E+06 CRITERION= 0.2679E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1282E-02
DISP CONVERGENCE VALUE = 0.7051E-03 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5499 SCALED MAX DOF INC = -0.7051E-03
FORCE CONVERGENCE VALUE = 0.2059E+06 CRITERION= 0.2679E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 3 COMPLETED. CUM ITER = 15
*** TIME = 0.350000 TIME INC = 0.150000
*** AUTO TIME STEP: NEXT TIME INC = 0.22500 INCREASED (FACTOR = 1.5000)
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2484E+09 CRITERION= 0.4401E+06
DISP CONVERGENCE VALUE = 0.1892 CRITERION= 0.4560E-01
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1892
DISP CONVERGENCE VALUE = 0.1754 CRITERION= 0.4560E-01
LINE SEARCH PARAMETER = 0.9270 SCALED MAX DOF INC = 0.1754
FORCE CONVERGENCE VALUE = 0.3017E+08 CRITERION= 0.4401E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8913E-01
DISP CONVERGENCE VALUE = 0.3874E-01 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4346 SCALED MAX DOF INC = -0.3874E-01
FORCE CONVERGENCE VALUE = 0.3559E+07 CRITERION= 0.4401E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1138E-01
DISP CONVERGENCE VALUE = 0.1065E-01 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9359 SCALED MAX DOF INC = -0.1065E-01
FORCE CONVERGENCE VALUE = 0.1531E+07 CRITERION= 0.4400E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2914E-02
DISP CONVERGENCE VALUE = 0.1550E-02 CRITERION= 0.4560E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5318 SCALED MAX DOF INC = 0.1550E-02
FORCE CONVERGENCE VALUE = 0.1336E+06 CRITERION= 0.4400E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 4 COMPLETED. CUM ITER = 19
*** TIME = 0.575000 TIME INC = 0.225000
*** AUTO TIME STEP: NEXT TIME INC = 0.33750 INCREASED (FACTOR = 1.5000)
THERE IS TOO MUCH PENETRATION AT 7 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.5900E+09 CRITERION= 0.6981E+06
DISP CONVERGENCE VALUE = 0.2662 CRITERION= 0.4943E-01
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2662
DISP CONVERGENCE VALUE = 0.2534 CRITERION= 0.4974E-01
LINE SEARCH PARAMETER = 0.9522 SCALED MAX DOF INC = 0.2534
FORCE CONVERGENCE VALUE = 0.4823E+08 CRITERION= 0.6985E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9569E-01
DISP CONVERGENCE VALUE = 0.4377E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4574 SCALED MAX DOF INC = -0.4377E-01
FORCE CONVERGENCE VALUE = 0.5276E+07 CRITERION= 0.6983E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8070E-01
DISP CONVERGENCE VALUE = 0.8044E-01 CRITERION= 0.5080E-01
LINE SEARCH PARAMETER = 0.9967 SCALED MAX DOF INC = 0.8044E-01
FORCE CONVERGENCE VALUE = 0.2097E+07 CRITERION= 0.6980E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4083E-02
DISP CONVERGENCE VALUE = 0.2171E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5317 SCALED MAX DOF INC = 0.2171E-02
FORCE CONVERGENCE VALUE = 0.2334E+06 CRITERION= 0.6980E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 5 COMPLETED. CUM ITER = 23
*** TIME = 0.912500 TIME INC = 0.337500
*** AUTO TIME STEP: NEXT TIME INC = 0.87500E-01 DECREASED (FACTOR = 0.2593)
FORCE CONVERGENCE VALUE = 0.1454E+08 CRITERION= 0.7649E+06
DISP CONVERGENCE VALUE = 0.3309E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3309E-01
DISP CONVERGENCE VALUE = 0.3238E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9786 SCALED MAX DOF INC = 0.3238E-01
FORCE CONVERGENCE VALUE = 0.1314E+07 CRITERION= 0.7649E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9405E-02
DISP CONVERGENCE VALUE = 0.6491E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6902 SCALED MAX DOF INC = 0.6491E-02
FORCE CONVERGENCE VALUE = 0.5021E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 6 COMPLETED. CUM ITER = 25
*** TIME = 1.00000 TIME INC = 0.875000E-01
*** MAPDL BINARY FILE STATISTICS
BUFFER SIZE USED= 16384
3.688 MB WRITTEN ON ELEMENT SAVED DATA FILE: file0.esav
0.625 MB WRITTEN ON ASSEMBLED MATRIX FILE: file0.full
4.000 MB WRITTEN ON RESULTS FILE: file0.rst
*************** Write FE CONNECTORS *********
WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce
****************************************************
*************** FINISHED SOLVE FOR LS 1 *************
****************************************************
******************* SOLVE FOR LS 2 OF 2 ****************
PRINTOUT RESUMED BY /GOP
USE AUTOMATIC TIME STEPPING THIS LOAD STEP
USE INITIAL TIME STEP SIZE OF 0.1000000E-01 FOR ALL DEGREES OF FREEDOM
FOR AUTOMATIC TIME STEPPING:
USE 0.1000000E-05 AS THE MINIMUM TIME STEP SIZE
USE 0.2000000E-01 AS THE MAXIMUM TIME STEP SIZE
TIME= 4.0000
ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.
WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE
FOR ALL APPLICABLE ENTITIES
WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE EANG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE ETMP ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE VENG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE CONT ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
ADD NONLINEAR ADAPTIVE CRITERION FOR ALL APPLICABLE ELEMENTS:
COMPONENT NAME CRITERION OPTION DATA
CONTACT WEAR 0.50000E+00
THE DEFINED NONLINEAR ADAPTIVE CRITERION IS TURNED FOR ALL APPLICABLE ELEMENTS:
COMPONENT NAME ON/OFF SUBSTEPS START TIME END TIME NEW ELEMENT TYPE
ON 1 0.00000E+00 0.40000E+01 0.00000E+00
LIST DEFINED NONLINEAR ADAPTIVE CRITERION FOR ALL APPLICABLE ELEMENTS:
COMPONENT NAME CRITERION OPTION DATA
CONTACT WEAR 0.50000E+00
LIST THE SPECIFIED ACTIONS FOR DEFINED COMPONENT BASED CRITERIA FOR ALL APPLICABLE ELEMENTS:
COMPONENT NAME ON/OFF SUBSTEPS START TIME END TIME
ON 1 0.00000E+00 0.40000E+01
***** MAPDL SOLVE COMMAND *****
*** NOTE *** CP = 7.470 TIME= 08:58:44
This nonlinear analysis defaults to using the full Newton-Raphson
solution procedure. This can be modified using the NROPT command.
*** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R1 24.1 ***
Ansys Mechanical Enterprise
00000000 VERSION=LINUX x64 08:58:44 MAY 06, 2024 CP= 7.500
--Static Structural
L O A D S T E P O P T I O N S
LOAD STEP NUMBER. . . . . . . . . . . . . . . . 2
TIME AT END OF THE LOAD STEP. . . . . . . . . . 4.0000
AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON
STARTING TIME STEP SIZE. . . . . . . . . . . 0.10000E-01
MINIMUM TIME STEP SIZE . . . . . . . . . . . 0.10000E-05
MAXIMUM TIME STEP SIZE . . . . . . . . . . . 0.20000E-01
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15
NONLINEAR ADAPTIVITY. . . . . . . . . . . . . . ON
STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO
STRESS-STIFFENING . . . . . . . . . . . . . . . ON
TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)
CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
DATABASE OUTPUT CONTROLS
ITEM FREQUENCY COMPONENT
ALL NONE
NSOL ALL
RSOL ALL
EANG ALL
ETMP ALL
VENG ALL
STRS ALL
EPEL ALL
EPPL ALL
CONT ALL
SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 25, BY SOLUTION CONTROL LOGIC.
FORCE CONVERGENCE VALUE = 0.5021E+06 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.3818E-02 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3818E-02
DISP CONVERGENCE VALUE = 0.2526E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6618 SCALED MAX DOF INC = 0.2526E-02
FORCE CONVERGENCE VALUE = 0.1580E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1044E-02
DISP CONVERGENCE VALUE = 0.1044E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1044E-02
FORCE CONVERGENCE VALUE = 0.1323E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1794E-01
DISP CONVERGENCE VALUE = 0.8482E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4728 SCALED MAX DOF INC = -0.8482E-02
FORCE CONVERGENCE VALUE = 0.2078E+05 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 1 COMPLETED. CUM ITER = 28
*** TIME = 1.01000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.1450E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.1527E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1527E-01
DISP CONVERGENCE VALUE = 0.8110E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5311 SCALED MAX DOF INC = 0.8110E-02
FORCE CONVERGENCE VALUE = 0.7724E+05 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1641E-02
DISP CONVERGENCE VALUE = 0.1641E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1641E-02
FORCE CONVERGENCE VALUE = 0.1333E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1817E-01
DISP CONVERGENCE VALUE = 0.8583E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4723 SCALED MAX DOF INC = -0.8583E-02
FORCE CONVERGENCE VALUE = 0.2438E+05 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 2 COMPLETED. CUM ITER = 31
*** TIME = 1.02000 TIME INC = 0.100000E-01
*** AUTO TIME STEP: NEXT TIME INC = 0.15000E-01 INCREASED (FACTOR = 1.5000)
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2328E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2293E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2293E-01
DISP CONVERGENCE VALUE = 0.1260E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5495 SCALED MAX DOF INC = 0.1260E-01
FORCE CONVERGENCE VALUE = 0.8367E+06 CRITERION= 0.7649E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2049E-02
DISP CONVERGENCE VALUE = 0.2049E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2049E-02
FORCE CONVERGENCE VALUE = 0.2034E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1635E-02
DISP CONVERGENCE VALUE = 0.8174E-04 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.8174E-04
FORCE CONVERGENCE VALUE = 0.1930E+08 CRITERION= 0.7648E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2808E-01
DISP CONVERGENCE VALUE = 0.1254E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4468 SCALED MAX DOF INC = -0.1254E-01
FORCE CONVERGENCE VALUE = 0.2049E+07 CRITERION= 0.7648E+06
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5717E-02
DISP CONVERGENCE VALUE = 0.5551E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9710 SCALED MAX DOF INC = 0.5551E-02
FORCE CONVERGENCE VALUE = 0.3750E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 2 SUBSTEP 3 COMPLETED. CUM ITER = 36
*** TIME = 1.03500 TIME INC = 0.150000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.15000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2411E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2383E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2383E-01
DISP CONVERGENCE VALUE = 0.1309E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5492 SCALED MAX DOF INC = 0.1309E-01
FORCE CONVERGENCE VALUE = 0.3314E+06 CRITERION= 0.7649E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8433E-03
DISP CONVERGENCE VALUE = 0.8433E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8433E-03
FORCE CONVERGENCE VALUE = 0.1917E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2682E-01
DISP CONVERGENCE VALUE = 0.1227E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4575 SCALED MAX DOF INC = -0.1227E-01
FORCE CONVERGENCE VALUE = 0.5598E+05 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 4 COMPLETED. CUM ITER = 39
*** TIME = 1.05000 TIME INC = 0.150000E-01
*** AUTO TIME STEP: NEXT TIME INC = 0.20000E-01 INCREASED (FACTOR = 1.3333)
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3094E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2875E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2875E-01
DISP CONVERGENCE VALUE = 0.1612E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5607 SCALED MAX DOF INC = 0.1612E-01
FORCE CONVERGENCE VALUE = 0.2576E+06 CRITERION= 0.7649E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6575E-03
DISP CONVERGENCE VALUE = 0.6575E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6575E-03
FORCE CONVERGENCE VALUE = 0.2457E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3692E-01
DISP CONVERGENCE VALUE = 0.1629E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4413 SCALED MAX DOF INC = -0.1629E-01
FORCE CONVERGENCE VALUE = 0.1657E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 5 COMPLETED. CUM ITER = 42
*** TIME = 1.07000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3155E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2943E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2943E-01
DISP CONVERGENCE VALUE = 0.1653E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5618 SCALED MAX DOF INC = 0.1653E-01
FORCE CONVERGENCE VALUE = 0.2815E+06 CRITERION= 0.7649E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8218E-03
DISP CONVERGENCE VALUE = 0.8218E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8218E-03
FORCE CONVERGENCE VALUE = 0.2445E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3684E-01
DISP CONVERGENCE VALUE = 0.1626E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4414 SCALED MAX DOF INC = -0.1626E-01
FORCE CONVERGENCE VALUE = 0.1592E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 6 COMPLETED. CUM ITER = 45
*** TIME = 1.09000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3130E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2929E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2929E-01
DISP CONVERGENCE VALUE = 0.1644E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5612 SCALED MAX DOF INC = 0.1644E-01
FORCE CONVERGENCE VALUE = 0.2678E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8833E-03
DISP CONVERGENCE VALUE = 0.8833E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8833E-03
FORCE CONVERGENCE VALUE = 0.2436E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3680E-01
DISP CONVERGENCE VALUE = 0.1624E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4413 SCALED MAX DOF INC = -0.1624E-01
FORCE CONVERGENCE VALUE = 0.1583E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 7 COMPLETED. CUM ITER = 48
*** TIME = 1.11000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3117E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2839E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2839E-01
DISP CONVERGENCE VALUE = 0.1594E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5616 SCALED MAX DOF INC = 0.1594E-01
FORCE CONVERGENCE VALUE = 0.3854E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6871E-02
DISP CONVERGENCE VALUE = 0.6871E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6871E-02
FORCE CONVERGENCE VALUE = 0.2432E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3682E-01
DISP CONVERGENCE VALUE = 0.1624E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4411 SCALED MAX DOF INC = -0.1624E-01
FORCE CONVERGENCE VALUE = 0.3501E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 8 COMPLETED. CUM ITER = 51
*** TIME = 1.13000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3124E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2887E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2887E-01
DISP CONVERGENCE VALUE = 0.1630E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5645 SCALED MAX DOF INC = 0.1630E-01
FORCE CONVERGENCE VALUE = 0.1190E+07 CRITERION= 0.7648E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3654E-02
DISP CONVERGENCE VALUE = 0.3333E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9122 SCALED MAX DOF INC = 0.3333E-02
FORCE CONVERGENCE VALUE = 0.3465E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4281E-03
DISP CONVERGENCE VALUE = 0.2141E-04 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.2141E-04
FORCE CONVERGENCE VALUE = 0.2437E+08 CRITERION= 0.7648E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3584E-01
DISP CONVERGENCE VALUE = 0.1583E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4417 SCALED MAX DOF INC = -0.1583E-01
FORCE CONVERGENCE VALUE = 0.1955E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 2 SUBSTEP 9 COMPLETED. CUM ITER = 55
*** TIME = 1.15000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3122E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2853E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2853E-01
DISP CONVERGENCE VALUE = 0.1603E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5618 SCALED MAX DOF INC = 0.1603E-01
FORCE CONVERGENCE VALUE = 0.2654E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8687E-03
DISP CONVERGENCE VALUE = 0.8687E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8687E-03
FORCE CONVERGENCE VALUE = 0.2407E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3545E-01
DISP CONVERGENCE VALUE = 0.1568E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4424 SCALED MAX DOF INC = -0.1568E-01
FORCE CONVERGENCE VALUE = 0.1637E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 10 COMPLETED. CUM ITER = 58
*** TIME = 1.17000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3071E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2823E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2823E-01
DISP CONVERGENCE VALUE = 0.1584E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5611 SCALED MAX DOF INC = 0.1584E-01
FORCE CONVERGENCE VALUE = 0.2537E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7366E-03
DISP CONVERGENCE VALUE = 0.7366E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7366E-03
FORCE CONVERGENCE VALUE = 0.2396E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3538E-01
DISP CONVERGENCE VALUE = 0.1565E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4424 SCALED MAX DOF INC = -0.1565E-01
FORCE CONVERGENCE VALUE = 0.1593E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 11 COMPLETED. CUM ITER = 61
*** TIME = 1.19000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3056E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2820E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2820E-01
DISP CONVERGENCE VALUE = 0.1582E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5609 SCALED MAX DOF INC = 0.1582E-01
FORCE CONVERGENCE VALUE = 0.2545E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7539E-03
DISP CONVERGENCE VALUE = 0.7539E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7539E-03
FORCE CONVERGENCE VALUE = 0.2385E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3532E-01
DISP CONVERGENCE VALUE = 0.1563E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4425 SCALED MAX DOF INC = -0.1563E-01
FORCE CONVERGENCE VALUE = 0.1553E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 12 COMPLETED. CUM ITER = 64
*** TIME = 1.21000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3041E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2817E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2817E-01
DISP CONVERGENCE VALUE = 0.1580E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5608 SCALED MAX DOF INC = 0.1580E-01
FORCE CONVERGENCE VALUE = 0.2528E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7465E-03
DISP CONVERGENCE VALUE = 0.7465E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7465E-03
FORCE CONVERGENCE VALUE = 0.2375E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3525E-01
DISP CONVERGENCE VALUE = 0.1560E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4425 SCALED MAX DOF INC = -0.1560E-01
FORCE CONVERGENCE VALUE = 0.1527E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 13 COMPLETED. CUM ITER = 67
*** TIME = 1.23000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3027E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2814E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2814E-01
DISP CONVERGENCE VALUE = 0.1578E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5607 SCALED MAX DOF INC = 0.1578E-01
FORCE CONVERGENCE VALUE = 0.2512E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7389E-03
DISP CONVERGENCE VALUE = 0.7389E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7389E-03
FORCE CONVERGENCE VALUE = 0.2365E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3519E-01
DISP CONVERGENCE VALUE = 0.1557E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4426 SCALED MAX DOF INC = -0.1557E-01
FORCE CONVERGENCE VALUE = 0.1509E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 14 COMPLETED. CUM ITER = 70
*** TIME = 1.25000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.3004E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2806E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2806E-01
DISP CONVERGENCE VALUE = 0.1575E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5614 SCALED MAX DOF INC = 0.1575E-01
FORCE CONVERGENCE VALUE = 0.2394E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7312E-03
DISP CONVERGENCE VALUE = 0.7312E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7312E-03
FORCE CONVERGENCE VALUE = 0.2356E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3514E-01
DISP CONVERGENCE VALUE = 0.1558E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4434 SCALED MAX DOF INC = -0.1558E-01
FORCE CONVERGENCE VALUE = 0.1475E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 15 COMPLETED. CUM ITER = 73
*** TIME = 1.27000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2994E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2806E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2806E-01
DISP CONVERGENCE VALUE = 0.1576E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5615 SCALED MAX DOF INC = 0.1576E-01
FORCE CONVERGENCE VALUE = 0.2455E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7237E-03
DISP CONVERGENCE VALUE = 0.7237E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7237E-03
FORCE CONVERGENCE VALUE = 0.2345E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3506E-01
DISP CONVERGENCE VALUE = 0.1555E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4434 SCALED MAX DOF INC = -0.1555E-01
FORCE CONVERGENCE VALUE = 0.1440E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 16 COMPLETED. CUM ITER = 76
*** TIME = 1.29000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2985E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2807E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2807E-01
DISP CONVERGENCE VALUE = 0.1573E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5605 SCALED MAX DOF INC = 0.1573E-01
FORCE CONVERGENCE VALUE = 0.2489E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7152E-03
DISP CONVERGENCE VALUE = 0.7152E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7152E-03
FORCE CONVERGENCE VALUE = 0.2334E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3499E-01
DISP CONVERGENCE VALUE = 0.1549E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4428 SCALED MAX DOF INC = -0.1549E-01
FORCE CONVERGENCE VALUE = 0.1437E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 17 COMPLETED. CUM ITER = 79
*** TIME = 1.31000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2972E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2803E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2803E-01
DISP CONVERGENCE VALUE = 0.1570E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5600 SCALED MAX DOF INC = 0.1570E-01
FORCE CONVERGENCE VALUE = 0.2440E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7073E-03
DISP CONVERGENCE VALUE = 0.7073E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7073E-03
FORCE CONVERGENCE VALUE = 0.2325E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3493E-01
DISP CONVERGENCE VALUE = 0.1546E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4426 SCALED MAX DOF INC = -0.1546E-01
FORCE CONVERGENCE VALUE = 0.1409E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 18 COMPLETED. CUM ITER = 82
*** TIME = 1.33000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2955E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2796E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2796E-01
DISP CONVERGENCE VALUE = 0.1566E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5600 SCALED MAX DOF INC = 0.1566E-01
FORCE CONVERGENCE VALUE = 0.2397E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6989E-03
DISP CONVERGENCE VALUE = 0.6989E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6989E-03
FORCE CONVERGENCE VALUE = 0.2317E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3488E-01
DISP CONVERGENCE VALUE = 0.1544E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4427 SCALED MAX DOF INC = -0.1544E-01
FORCE CONVERGENCE VALUE = 0.1342E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 19 COMPLETED. CUM ITER = 85
*** TIME = 1.35000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2936E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2788E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2788E-01
DISP CONVERGENCE VALUE = 0.1563E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5607 SCALED MAX DOF INC = 0.1563E-01
FORCE CONVERGENCE VALUE = 0.2345E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6919E-03
DISP CONVERGENCE VALUE = 0.6919E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6919E-03
FORCE CONVERGENCE VALUE = 0.2309E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3483E-01
DISP CONVERGENCE VALUE = 0.1545E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4435 SCALED MAX DOF INC = -0.1545E-01
FORCE CONVERGENCE VALUE = 0.1354E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 20 COMPLETED. CUM ITER = 88
*** TIME = 1.37000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2931E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2792E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2792E-01
DISP CONVERGENCE VALUE = 0.1565E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5606 SCALED MAX DOF INC = 0.1565E-01
FORCE CONVERGENCE VALUE = 0.2360E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6865E-03
DISP CONVERGENCE VALUE = 0.6865E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6865E-03
FORCE CONVERGENCE VALUE = 0.2300E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3476E-01
DISP CONVERGENCE VALUE = 0.1542E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4436 SCALED MAX DOF INC = -0.1542E-01
FORCE CONVERGENCE VALUE = 0.1334E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 21 COMPLETED. CUM ITER = 91
*** TIME = 1.39000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2918E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2788E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2788E-01
DISP CONVERGENCE VALUE = 0.1562E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5604 SCALED MAX DOF INC = 0.1562E-01
FORCE CONVERGENCE VALUE = 0.2344E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6796E-03
DISP CONVERGENCE VALUE = 0.6796E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6796E-03
FORCE CONVERGENCE VALUE = 0.2291E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3470E-01
DISP CONVERGENCE VALUE = 0.1539E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4436 SCALED MAX DOF INC = -0.1539E-01
FORCE CONVERGENCE VALUE = 0.1314E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 22 COMPLETED. CUM ITER = 94
*** TIME = 1.41000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2906E+08 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.2785E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2785E-01
DISP CONVERGENCE VALUE = 0.1560E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5602 SCALED MAX DOF INC = 0.1560E-01
FORCE CONVERGENCE VALUE = 0.2330E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6727E-03
DISP CONVERGENCE VALUE = 0.6727E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6727E-03
FORCE CONVERGENCE VALUE = 0.2283E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3464E-01
DISP CONVERGENCE VALUE = 0.1537E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4436 SCALED MAX DOF INC = -0.1537E-01
FORCE CONVERGENCE VALUE = 0.1295E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 23 COMPLETED. CUM ITER = 97
*** TIME = 1.43000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
**** REGENERATE MESH AT SUBSTEP 23 OF LOAD STEP 2 BECAUSE OF
NONLINEAR ADAPTIVE CRITERIA
PREPARING DATA TO REMESH......
REMESHING REGIONS ARE CREATED; GENERATING NEW MESH......
NEW MESH IS CREATED; PREPARING NEW BOUNDARY CONDITIONS......
BOUNDARY CONDITIONS AND LOADS ARE TRANSFERRED; PREPARING DATA TO SOLVE......
*** WARNING *** CP = 27.967 TIME= 08:59:02
Constraint equations may not be valid for elements that undergo large
deflections.
*** NOTE *** CP = 27.967 TIME= 08:59:02
Axisymmetric elements are present. The nodal loads input with the F
commands and the reaction forces are on a full circle basis. This
differs from the pre-MAPDL 5.0 interpretation.
*** NOTE *** CP = 27.973 TIME= 08:59:02
The model data was checked and warning messages were found.
Please review output or errors file (
/tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural/fil
le0.err ) for these warning messages.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** NOTE *** CP = 28.120 TIME= 08:59:02
The maximum number of contact elements in any single contact pair is
60, which is smaller than the optimal domain size of 401 elements for
the given number of CPU domains (4). Therefore, no contact pairs are
being split by the CNCH,DMP logic.
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 6497
...Number of nodes: 6378
...Decompose to 4 CPU domains
...Element load balance ratio = 1.038
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
**** NEW MESH AND DATA HAVE BEEN CREATED SUCCESSFULLY. CONTINUE TO SOLVE.
FORCE CONVERGENCE VALUE = 0.7706E+07 CRITERION= 0.7648E+06
DISP CONVERGENCE VALUE = 0.4559E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4559E-01
DISP CONVERGENCE VALUE = 0.1572E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.3448 SCALED MAX DOF INC = -0.1572E-01
FORCE CONVERGENCE VALUE = 0.7954E+07 CRITERION= 0.7648E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3020E-01
DISP CONVERGENCE VALUE = 0.1744E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5775 SCALED MAX DOF INC = -0.1744E-01
FORCE CONVERGENCE VALUE = 0.1752E+07 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1213E-01
DISP CONVERGENCE VALUE = 0.9519E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7846 SCALED MAX DOF INC = -0.9519E-02
FORCE CONVERGENCE VALUE = 0.6742E+06 CRITERION= 0.7648E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 24 COMPLETED. CUM ITER = 101
*** TIME = 1.45000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.1657E+07 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.4132E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4132E-01
DISP CONVERGENCE VALUE = 0.3956E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9574 SCALED MAX DOF INC = 0.3956E-01
FORCE CONVERGENCE VALUE = 0.1085E+07 CRITERION= 0.7648E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3424E-02
DISP CONVERGENCE VALUE = 0.2002E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5848 SCALED MAX DOF INC = 0.2002E-02
FORCE CONVERGENCE VALUE = 0.2599E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8730E-03
DISP CONVERGENCE VALUE = 0.8730E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8730E-03
FORCE CONVERGENCE VALUE = 0.2275E+08 CRITERION= 0.7648E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3482E-01
DISP CONVERGENCE VALUE = 0.1545E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4437 SCALED MAX DOF INC = -0.1545E-01
FORCE CONVERGENCE VALUE = 0.1255E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 2 SUBSTEP 25 COMPLETED. CUM ITER = 105
*** TIME = 1.47000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2813E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2756E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2756E-01
DISP CONVERGENCE VALUE = 0.1543E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5600 SCALED MAX DOF INC = 0.1543E-01
FORCE CONVERGENCE VALUE = 0.2802E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1415E-02
DISP CONVERGENCE VALUE = 0.1415E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1415E-02
FORCE CONVERGENCE VALUE = 0.2259E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3453E-01
DISP CONVERGENCE VALUE = 0.1533E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4439 SCALED MAX DOF INC = -0.1533E-01
FORCE CONVERGENCE VALUE = 0.1193E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 26 COMPLETED. CUM ITER = 108
*** TIME = 1.49000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2867E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2792E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2792E-01
DISP CONVERGENCE VALUE = 0.1562E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5596 SCALED MAX DOF INC = 0.1562E-01
FORCE CONVERGENCE VALUE = 0.2323E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6357E-03
DISP CONVERGENCE VALUE = 0.6357E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6357E-03
FORCE CONVERGENCE VALUE = 0.2253E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3455E-01
DISP CONVERGENCE VALUE = 0.1533E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4437 SCALED MAX DOF INC = -0.1533E-01
FORCE CONVERGENCE VALUE = 0.1231E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 27 COMPLETED. CUM ITER = 111
*** TIME = 1.51000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2856E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2779E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2779E-01
DISP CONVERGENCE VALUE = 0.1555E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5595 SCALED MAX DOF INC = 0.1555E-01
FORCE CONVERGENCE VALUE = 0.2278E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6395E-03
DISP CONVERGENCE VALUE = 0.6395E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6395E-03
FORCE CONVERGENCE VALUE = 0.2246E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3448E-01
DISP CONVERGENCE VALUE = 0.1530E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4438 SCALED MAX DOF INC = -0.1530E-01
FORCE CONVERGENCE VALUE = 0.1214E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 28 COMPLETED. CUM ITER = 114
*** TIME = 1.53000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2845E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2778E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2778E-01
DISP CONVERGENCE VALUE = 0.1553E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5593 SCALED MAX DOF INC = 0.1553E-01
FORCE CONVERGENCE VALUE = 0.2275E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6257E-03
DISP CONVERGENCE VALUE = 0.6257E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6257E-03
FORCE CONVERGENCE VALUE = 0.2239E+08 CRITERION= 0.7648E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3443E-01
DISP CONVERGENCE VALUE = 0.1528E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4438 SCALED MAX DOF INC = -0.1528E-01
FORCE CONVERGENCE VALUE = 0.1199E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 29 COMPLETED. CUM ITER = 117
*** TIME = 1.55000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2837E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2775E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2775E-01
DISP CONVERGENCE VALUE = 0.1551E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5589 SCALED MAX DOF INC = 0.1551E-01
FORCE CONVERGENCE VALUE = 0.2283E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6163E-03
DISP CONVERGENCE VALUE = 0.6163E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6163E-03
FORCE CONVERGENCE VALUE = 0.2232E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3437E-01
DISP CONVERGENCE VALUE = 0.1525E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4437 SCALED MAX DOF INC = -0.1525E-01
FORCE CONVERGENCE VALUE = 0.1207E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 30 COMPLETED. CUM ITER = 120
*** TIME = 1.57000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2830E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2773E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2773E-01
DISP CONVERGENCE VALUE = 0.1549E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5585 SCALED MAX DOF INC = 0.1549E-01
FORCE CONVERGENCE VALUE = 0.2278E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6114E-03
DISP CONVERGENCE VALUE = 0.6114E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6114E-03
FORCE CONVERGENCE VALUE = 0.2226E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3431E-01
DISP CONVERGENCE VALUE = 0.1522E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4435 SCALED MAX DOF INC = -0.1522E-01
FORCE CONVERGENCE VALUE = 0.1180E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 31 COMPLETED. CUM ITER = 123
*** TIME = 1.59000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2818E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2767E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2767E-01
DISP CONVERGENCE VALUE = 0.1545E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5583 SCALED MAX DOF INC = 0.1545E-01
FORCE CONVERGENCE VALUE = 0.2258E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6054E-03
DISP CONVERGENCE VALUE = 0.6054E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6054E-03
FORCE CONVERGENCE VALUE = 0.2220E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3426E-01
DISP CONVERGENCE VALUE = 0.1520E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4435 SCALED MAX DOF INC = -0.1520E-01
FORCE CONVERGENCE VALUE = 0.1168E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 32 COMPLETED. CUM ITER = 126
*** TIME = 1.61000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2810E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2764E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2764E-01
DISP CONVERGENCE VALUE = 0.1543E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5582 SCALED MAX DOF INC = 0.1543E-01
FORCE CONVERGENCE VALUE = 0.2248E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6002E-03
DISP CONVERGENCE VALUE = 0.6002E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6002E-03
FORCE CONVERGENCE VALUE = 0.2214E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3421E-01
DISP CONVERGENCE VALUE = 0.1517E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4435 SCALED MAX DOF INC = -0.1517E-01
FORCE CONVERGENCE VALUE = 0.1156E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 33 COMPLETED. CUM ITER = 129
*** TIME = 1.63000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2802E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2760E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2760E-01
DISP CONVERGENCE VALUE = 0.1541E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5581 SCALED MAX DOF INC = 0.1541E-01
FORCE CONVERGENCE VALUE = 0.2238E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5950E-03
DISP CONVERGENCE VALUE = 0.5950E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5950E-03
FORCE CONVERGENCE VALUE = 0.2209E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3416E-01
DISP CONVERGENCE VALUE = 0.1515E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4436 SCALED MAX DOF INC = -0.1515E-01
FORCE CONVERGENCE VALUE = 0.1145E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 34 COMPLETED. CUM ITER = 132
*** TIME = 1.65000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2794E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2757E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2757E-01
DISP CONVERGENCE VALUE = 0.1538E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5580 SCALED MAX DOF INC = 0.1538E-01
FORCE CONVERGENCE VALUE = 0.2228E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5901E-03
DISP CONVERGENCE VALUE = 0.5901E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5901E-03
FORCE CONVERGENCE VALUE = 0.2203E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3411E-01
DISP CONVERGENCE VALUE = 0.1513E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4436 SCALED MAX DOF INC = -0.1513E-01
FORCE CONVERGENCE VALUE = 0.1134E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 35 COMPLETED. CUM ITER = 135
*** TIME = 1.67000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2787E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2754E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2754E-01
DISP CONVERGENCE VALUE = 0.1536E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5578 SCALED MAX DOF INC = 0.1536E-01
FORCE CONVERGENCE VALUE = 0.2218E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5853E-03
DISP CONVERGENCE VALUE = 0.5853E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5853E-03
FORCE CONVERGENCE VALUE = 0.2198E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3406E-01
DISP CONVERGENCE VALUE = 0.1511E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4437 SCALED MAX DOF INC = -0.1511E-01
FORCE CONVERGENCE VALUE = 0.1122E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 36 COMPLETED. CUM ITER = 138
*** TIME = 1.69000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2779E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2751E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2751E-01
DISP CONVERGENCE VALUE = 0.1534E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5577 SCALED MAX DOF INC = 0.1534E-01
FORCE CONVERGENCE VALUE = 0.2213E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5806E-03
DISP CONVERGENCE VALUE = 0.5806E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5806E-03
FORCE CONVERGENCE VALUE = 0.2193E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3401E-01
DISP CONVERGENCE VALUE = 0.1509E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4437 SCALED MAX DOF INC = -0.1509E-01
FORCE CONVERGENCE VALUE = 0.1112E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 37 COMPLETED. CUM ITER = 141
*** TIME = 1.71000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2772E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2747E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2747E-01
DISP CONVERGENCE VALUE = 0.1532E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5576 SCALED MAX DOF INC = 0.1532E-01
FORCE CONVERGENCE VALUE = 0.2201E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5759E-03
DISP CONVERGENCE VALUE = 0.5759E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5759E-03
FORCE CONVERGENCE VALUE = 0.2188E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3396E-01
DISP CONVERGENCE VALUE = 0.1506E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4436 SCALED MAX DOF INC = -0.1506E-01
FORCE CONVERGENCE VALUE = 0.1053E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 38 COMPLETED. CUM ITER = 144
*** TIME = 1.73000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2769E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2658E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2658E-01
DISP CONVERGENCE VALUE = 0.1485E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5586 SCALED MAX DOF INC = 0.1485E-01
FORCE CONVERGENCE VALUE = 0.5727E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1243E-02
DISP CONVERGENCE VALUE = 0.1243E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1243E-02
FORCE CONVERGENCE VALUE = 0.2182E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3352E-01
DISP CONVERGENCE VALUE = 0.1470E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4386 SCALED MAX DOF INC = -0.1470E-01
FORCE CONVERGENCE VALUE = 0.1801E+07 CRITERION= 0.7647E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5280E-02
DISP CONVERGENCE VALUE = 0.5240E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9923 SCALED MAX DOF INC = 0.5240E-02
FORCE CONVERGENCE VALUE = 0.2127E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 2 SUBSTEP 39 COMPLETED. CUM ITER = 148
*** TIME = 1.75000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2798E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2713E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2713E-01
DISP CONVERGENCE VALUE = 0.1516E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5588 SCALED MAX DOF INC = 0.1516E-01
FORCE CONVERGENCE VALUE = 0.7290E+06 CRITERION= 0.7648E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1568E-02
DISP CONVERGENCE VALUE = 0.1568E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1568E-02
FORCE CONVERGENCE VALUE = 0.2173E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3403E-01
DISP CONVERGENCE VALUE = 0.1467E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4312 SCALED MAX DOF INC = -0.1467E-01
FORCE CONVERGENCE VALUE = 0.2743E+07 CRITERION= 0.7647E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7768E-02
DISP CONVERGENCE VALUE = 0.7481E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9630 SCALED MAX DOF INC = 0.7481E-02
FORCE CONVERGENCE VALUE = 0.5612E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 2 SUBSTEP 40 COMPLETED. CUM ITER = 152
*** TIME = 1.77000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2843E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2718E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2718E-01
DISP CONVERGENCE VALUE = 0.1520E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5591 SCALED MAX DOF INC = 0.1520E-01
FORCE CONVERGENCE VALUE = 0.2725E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8279E-03
DISP CONVERGENCE VALUE = 0.8279E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8279E-03
FORCE CONVERGENCE VALUE = 0.2169E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3241E-01
DISP CONVERGENCE VALUE = 0.1442E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4447 SCALED MAX DOF INC = -0.1442E-01
FORCE CONVERGENCE VALUE = 0.1155E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 41 COMPLETED. CUM ITER = 155
*** TIME = 1.79000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
**** REGENERATE MESH AT SUBSTEP 41 OF LOAD STEP 2 BECAUSE OF
NONLINEAR ADAPTIVE CRITERIA
PREPARING DATA TO REMESH......
REMESHING REGIONS ARE CREATED; GENERATING NEW MESH......
NEW MESH IS CREATED; PREPARING NEW BOUNDARY CONDITIONS......
BOUNDARY CONDITIONS AND LOADS ARE TRANSFERRED; PREPARING DATA TO SOLVE......
*** NOTE *** CP = 46.662 TIME= 08:59:18
Axisymmetric elements are present. The nodal loads input with the F
commands and the reaction forces are on a full circle basis. This
differs from the pre-MAPDL 5.0 interpretation.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** NOTE *** CP = 46.803 TIME= 08:59:18
The maximum number of contact elements in any single contact pair is
60, which is smaller than the optimal domain size of 401 elements for
the given number of CPU domains (4). Therefore, no contact pairs are
being split by the CNCH,DMP logic.
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 6497
...Number of nodes: 6378
...Decompose to 4 CPU domains
...Element load balance ratio = 1.040
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
**** NEW MESH AND DATA HAVE BEEN CREATED SUCCESSFULLY. CONTINUE TO SOLVE.
FORCE CONVERGENCE VALUE = 0.8523E+07 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.3062E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3062E-01
DISP CONVERGENCE VALUE = 0.7474E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2441 SCALED MAX DOF INC = -0.7474E-02
FORCE CONVERGENCE VALUE = 0.5640E+07 CRITERION= 0.7647E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2405E-01
DISP CONVERGENCE VALUE = 0.1416E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5888 SCALED MAX DOF INC = -0.1416E-01
FORCE CONVERGENCE VALUE = 0.1418E+07 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9253E-02
DISP CONVERGENCE VALUE = 0.7070E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7641 SCALED MAX DOF INC = -0.7070E-02
FORCE CONVERGENCE VALUE = 0.5252E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 42 COMPLETED. CUM ITER = 159
*** TIME = 1.81000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.1060E+07 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2760E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2760E-01
DISP CONVERGENCE VALUE = 0.2668E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9666 SCALED MAX DOF INC = 0.2668E-01
FORCE CONVERGENCE VALUE = 0.5498E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2152E-02
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.1076E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1076E-03
FORCE CONVERGENCE VALUE = 0.2158E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3147E-01
DISP CONVERGENCE VALUE = 0.1403E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4458 SCALED MAX DOF INC = -0.1403E-01
FORCE CONVERGENCE VALUE = 0.1523E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 43 COMPLETED. CUM ITER = 162
*** TIME = 1.83000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2691E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2771E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2771E-01
DISP CONVERGENCE VALUE = 0.1544E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5574 SCALED MAX DOF INC = 0.1544E-01
FORCE CONVERGENCE VALUE = 0.3308E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1720E-02
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.1720E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1720E-02
FORCE CONVERGENCE VALUE = 0.2141E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3231E-01
DISP CONVERGENCE VALUE = 0.1438E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4451 SCALED MAX DOF INC = -0.1438E-01
FORCE CONVERGENCE VALUE = 0.1061E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 44 COMPLETED. CUM ITER = 165
*** TIME = 1.85000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2695E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2501E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2501E-01
DISP CONVERGENCE VALUE = 0.1394E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5573 SCALED MAX DOF INC = 0.1394E-01
FORCE CONVERGENCE VALUE = 0.3006E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6171E-02
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.6171E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6171E-02
FORCE CONVERGENCE VALUE = 0.2133E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3225E-01
DISP CONVERGENCE VALUE = 0.1436E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4451 SCALED MAX DOF INC = -0.1436E-01
FORCE CONVERGENCE VALUE = 0.2970E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 45 COMPLETED. CUM ITER = 168
*** TIME = 1.87000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2700E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2589E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2589E-01
DISP CONVERGENCE VALUE = 0.1450E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5601 SCALED MAX DOF INC = 0.1450E-01
FORCE CONVERGENCE VALUE = 0.9993E+06 CRITERION= 0.7647E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3389E-02
DISP CONVERGENCE VALUE = 0.3104E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9160 SCALED MAX DOF INC = 0.3104E-02
FORCE CONVERGENCE VALUE = 0.3030E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3755E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.1877E-04 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1877E-04
FORCE CONVERGENCE VALUE = 0.2140E+08 CRITERION= 0.7647E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3153E-01
DISP CONVERGENCE VALUE = 0.1403E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4450 SCALED MAX DOF INC = -0.1403E-01
FORCE CONVERGENCE VALUE = 0.1479E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 2 SUBSTEP 46 COMPLETED. CUM ITER = 172
*** TIME = 1.89000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2702E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2560E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2560E-01
DISP CONVERGENCE VALUE = 0.1426E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5571 SCALED MAX DOF INC = 0.1426E-01
FORCE CONVERGENCE VALUE = 0.2114E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6351E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.6351E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6351E-03
FORCE CONVERGENCE VALUE = 0.2119E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3124E-01
DISP CONVERGENCE VALUE = 0.1392E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4455 SCALED MAX DOF INC = -0.1392E-01
FORCE CONVERGENCE VALUE = 0.1229E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 47 COMPLETED. CUM ITER = 175
*** TIME = 1.91000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2663E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2535E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2535E-01
DISP CONVERGENCE VALUE = 0.1411E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5565 SCALED MAX DOF INC = 0.1411E-01
FORCE CONVERGENCE VALUE = 0.2014E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5409E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5409E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5409E-03
FORCE CONVERGENCE VALUE = 0.2112E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3121E-01
DISP CONVERGENCE VALUE = 0.1390E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4455 SCALED MAX DOF INC = -0.1390E-01
FORCE CONVERGENCE VALUE = 0.1188E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 48 COMPLETED. CUM ITER = 178
*** TIME = 1.93000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2653E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2532E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2532E-01
DISP CONVERGENCE VALUE = 0.1409E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5565 SCALED MAX DOF INC = 0.1409E-01
FORCE CONVERGENCE VALUE = 0.2019E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5584E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5584E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5584E-03
FORCE CONVERGENCE VALUE = 0.2104E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3115E-01
DISP CONVERGENCE VALUE = 0.1388E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4456 SCALED MAX DOF INC = -0.1388E-01
FORCE CONVERGENCE VALUE = 0.1159E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 49 COMPLETED. CUM ITER = 181
*** TIME = 1.95000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2642E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2529E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2529E-01
DISP CONVERGENCE VALUE = 0.1407E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5564 SCALED MAX DOF INC = 0.1407E-01
FORCE CONVERGENCE VALUE = 0.2010E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5541E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5541E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5541E-03
FORCE CONVERGENCE VALUE = 0.2096E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3110E-01
DISP CONVERGENCE VALUE = 0.1386E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4457 SCALED MAX DOF INC = -0.1386E-01
FORCE CONVERGENCE VALUE = 0.1139E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 50 COMPLETED. CUM ITER = 184
*** TIME = 1.97000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2632E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2526E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2526E-01
DISP CONVERGENCE VALUE = 0.1405E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5564 SCALED MAX DOF INC = 0.1405E-01
FORCE CONVERGENCE VALUE = 0.1999E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5494E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5494E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5494E-03
FORCE CONVERGENCE VALUE = 0.2089E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3105E-01
DISP CONVERGENCE VALUE = 0.1384E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4457 SCALED MAX DOF INC = -0.1384E-01
FORCE CONVERGENCE VALUE = 0.1120E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 51 COMPLETED. CUM ITER = 187
*** TIME = 1.99000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2623E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2522E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2522E-01
DISP CONVERGENCE VALUE = 0.1403E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5563 SCALED MAX DOF INC = 0.1403E-01
FORCE CONVERGENCE VALUE = 0.1988E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5441E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5441E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5441E-03
FORCE CONVERGENCE VALUE = 0.2082E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3100E-01
DISP CONVERGENCE VALUE = 0.1382E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4458 SCALED MAX DOF INC = -0.1382E-01
FORCE CONVERGENCE VALUE = 0.1108E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 52 COMPLETED. CUM ITER = 190
*** TIME = 2.01000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2609E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2516E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2516E-01
DISP CONVERGENCE VALUE = 0.1401E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5568 SCALED MAX DOF INC = 0.1401E-01
FORCE CONVERGENCE VALUE = 0.1924E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5397E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5397E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5397E-03
FORCE CONVERGENCE VALUE = 0.2076E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3096E-01
DISP CONVERGENCE VALUE = 0.1382E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4463 SCALED MAX DOF INC = -0.1382E-01
FORCE CONVERGENCE VALUE = 0.1059E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 53 COMPLETED. CUM ITER = 193
*** TIME = 2.03000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2597E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2512E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2512E-01
DISP CONVERGENCE VALUE = 0.1400E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5573 SCALED MAX DOF INC = 0.1400E-01
FORCE CONVERGENCE VALUE = 0.1920E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5353E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5353E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5353E-03
FORCE CONVERGENCE VALUE = 0.2069E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3091E-01
DISP CONVERGENCE VALUE = 0.1381E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4469 SCALED MAX DOF INC = -0.1381E-01
FORCE CONVERGENCE VALUE = 0.1054E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 54 COMPLETED. CUM ITER = 196
*** TIME = 2.05000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2594E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2514E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2514E-01
DISP CONVERGENCE VALUE = 0.1400E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5569 SCALED MAX DOF INC = 0.1400E-01
FORCE CONVERGENCE VALUE = 0.1949E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5314E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5314E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5314E-03
FORCE CONVERGENCE VALUE = 0.2061E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3084E-01
DISP CONVERGENCE VALUE = 0.1378E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4467 SCALED MAX DOF INC = -0.1378E-01
FORCE CONVERGENCE VALUE = 0.1062E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 55 COMPLETED. CUM ITER = 199
*** TIME = 2.07000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2586E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2512E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2512E-01
DISP CONVERGENCE VALUE = 0.1398E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5563 SCALED MAX DOF INC = 0.1398E-01
FORCE CONVERGENCE VALUE = 0.1945E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5266E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5266E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5266E-03
FORCE CONVERGENCE VALUE = 0.2054E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3079E-01
DISP CONVERGENCE VALUE = 0.1374E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4463 SCALED MAX DOF INC = -0.1374E-01
FORCE CONVERGENCE VALUE = 0.1031E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 56 COMPLETED. CUM ITER = 202
*** TIME = 2.09000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2573E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2505E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2505E-01
DISP CONVERGENCE VALUE = 0.1393E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5561 SCALED MAX DOF INC = 0.1393E-01
FORCE CONVERGENCE VALUE = 0.1922E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5211E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5211E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5211E-03
FORCE CONVERGENCE VALUE = 0.2048E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3075E-01
DISP CONVERGENCE VALUE = 0.1372E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4463 SCALED MAX DOF INC = -0.1372E-01
FORCE CONVERGENCE VALUE = 0.1016E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 57 COMPLETED. CUM ITER = 205
*** TIME = 2.11000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2565E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2502E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2502E-01
DISP CONVERGENCE VALUE = 0.1391E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5560 SCALED MAX DOF INC = 0.1391E-01
FORCE CONVERGENCE VALUE = 0.1913E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5166E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5166E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5166E-03
FORCE CONVERGENCE VALUE = 0.2042E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3070E-01
DISP CONVERGENCE VALUE = 0.1370E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4464 SCALED MAX DOF INC = -0.1370E-01
FORCE CONVERGENCE VALUE = 0.1004E+06 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 58 COMPLETED. CUM ITER = 208
*** TIME = 2.13000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2556E+08 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2499E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2499E-01
DISP CONVERGENCE VALUE = 0.1389E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5560 SCALED MAX DOF INC = 0.1389E-01
FORCE CONVERGENCE VALUE = 0.1892E+06 CRITERION= 0.7647E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5123E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5123E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5123E-03
FORCE CONVERGENCE VALUE = 0.2036E+08 CRITERION= 0.7647E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3065E-01
DISP CONVERGENCE VALUE = 0.1368E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4464 SCALED MAX DOF INC = -0.1368E-01
FORCE CONVERGENCE VALUE = 0.9627E+05 CRITERION= 0.7647E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 59 COMPLETED. CUM ITER = 211
*** TIME = 2.15000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
**** REGENERATE MESH AT SUBSTEP 59 OF LOAD STEP 2 BECAUSE OF
NONLINEAR ADAPTIVE CRITERIA
PREPARING DATA TO REMESH......
REMESHING REGIONS ARE CREATED; GENERATING NEW MESH......
NEW MESH IS CREATED; PREPARING NEW BOUNDARY CONDITIONS......
BOUNDARY CONDITIONS AND LOADS ARE TRANSFERRED; PREPARING DATA TO SOLVE......
*** NOTE *** CP = 65.249 TIME= 08:59:34
Axisymmetric elements are present. The nodal loads input with the F
commands and the reaction forces are on a full circle basis. This
differs from the pre-MAPDL 5.0 interpretation.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** NOTE *** CP = 65.388 TIME= 08:59:34
The maximum number of contact elements in any single contact pair is
60, which is smaller than the optimal domain size of 401 elements for
the given number of CPU domains (4). Therefore, no contact pairs are
being split by the CNCH,DMP logic.
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 6497
...Number of nodes: 6378
...Decompose to 4 CPU domains
...Element load balance ratio = 1.040
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
**** NEW MESH AND DATA HAVE BEEN CREATED SUCCESSFULLY. CONTINUE TO SOLVE.
FORCE CONVERGENCE VALUE = 0.8757E+07 CRITERION= 0.7647E+06
DISP CONVERGENCE VALUE = 0.2705E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2705E-01
DISP CONVERGENCE VALUE = 0.6159E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2277 SCALED MAX DOF INC = -0.6159E-02
FORCE CONVERGENCE VALUE = 0.4911E+07 CRITERION= 0.7646E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2156E-01
DISP CONVERGENCE VALUE = 0.1277E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5921 SCALED MAX DOF INC = -0.1277E-01
FORCE CONVERGENCE VALUE = 0.1217E+07 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8413E-02
DISP CONVERGENCE VALUE = 0.6370E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7571 SCALED MAX DOF INC = -0.6370E-02
FORCE CONVERGENCE VALUE = 0.4628E+06 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 60 COMPLETED. CUM ITER = 215
*** TIME = 2.17000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.1255E+07 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2385E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2385E-01
DISP CONVERGENCE VALUE = 0.2275E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9536 SCALED MAX DOF INC = 0.2275E-01
FORCE CONVERGENCE VALUE = 0.2034E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1191E-02
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.1191E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1191E-02
FORCE CONVERGENCE VALUE = 0.2025E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3095E-01
DISP CONVERGENCE VALUE = 0.1384E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4471 SCALED MAX DOF INC = -0.1384E-01
FORCE CONVERGENCE VALUE = 0.9412E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 61 COMPLETED. CUM ITER = 218
*** TIME = 2.19000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2468E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2464E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2464E-01
DISP CONVERGENCE VALUE = 0.1370E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5561 SCALED MAX DOF INC = 0.1370E-01
FORCE CONVERGENCE VALUE = 0.2202E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1091E-02
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.1091E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1091E-02
FORCE CONVERGENCE VALUE = 0.2003E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3049E-01
DISP CONVERGENCE VALUE = 0.1365E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4476 SCALED MAX DOF INC = -0.1365E-01
FORCE CONVERGENCE VALUE = 0.8804E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 62 COMPLETED. CUM ITER = 221
*** TIME = 2.21000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2500E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2499E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2499E-01
DISP CONVERGENCE VALUE = 0.1388E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5556 SCALED MAX DOF INC = 0.1388E-01
FORCE CONVERGENCE VALUE = 0.1821E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5131E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.5131E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5131E-03
FORCE CONVERGENCE VALUE = 0.1998E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3050E-01
DISP CONVERGENCE VALUE = 0.1365E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4475 SCALED MAX DOF INC = -0.1365E-01
FORCE CONVERGENCE VALUE = 0.9091E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 63 COMPLETED. CUM ITER = 224
*** TIME = 2.23000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2492E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2488E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2488E-01
DISP CONVERGENCE VALUE = 0.1383E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5557 SCALED MAX DOF INC = 0.1383E-01
FORCE CONVERGENCE VALUE = 0.1794E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4894E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4894E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4894E-03
FORCE CONVERGENCE VALUE = 0.1992E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3044E-01
DISP CONVERGENCE VALUE = 0.1362E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4476 SCALED MAX DOF INC = -0.1362E-01
FORCE CONVERGENCE VALUE = 0.8920E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 64 COMPLETED. CUM ITER = 227
*** TIME = 2.25000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2487E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2488E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2488E-01
DISP CONVERGENCE VALUE = 0.1381E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5551 SCALED MAX DOF INC = 0.1381E-01
FORCE CONVERGENCE VALUE = 0.1824E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4836E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4836E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4836E-03
FORCE CONVERGENCE VALUE = 0.1987E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3039E-01
DISP CONVERGENCE VALUE = 0.1359E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4473 SCALED MAX DOF INC = -0.1359E-01
FORCE CONVERGENCE VALUE = 0.9015E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 65 COMPLETED. CUM ITER = 230
*** TIME = 2.27000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2480E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2485E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2485E-01
DISP CONVERGENCE VALUE = 0.1379E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5547 SCALED MAX DOF INC = 0.1379E-01
FORCE CONVERGENCE VALUE = 0.1809E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4771E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4771E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4771E-03
FORCE CONVERGENCE VALUE = 0.1982E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3034E-01
DISP CONVERGENCE VALUE = 0.1356E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4470 SCALED MAX DOF INC = -0.1356E-01
FORCE CONVERGENCE VALUE = 0.8818E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 66 COMPLETED. CUM ITER = 233
*** TIME = 2.29000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2471E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2480E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2480E-01
DISP CONVERGENCE VALUE = 0.1375E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5545 SCALED MAX DOF INC = 0.1375E-01
FORCE CONVERGENCE VALUE = 0.1794E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4735E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4735E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4735E-03
FORCE CONVERGENCE VALUE = 0.1977E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3030E-01
DISP CONVERGENCE VALUE = 0.1355E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4471 SCALED MAX DOF INC = -0.1355E-01
FORCE CONVERGENCE VALUE = 0.8722E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 67 COMPLETED. CUM ITER = 236
*** TIME = 2.31000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2465E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2477E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2477E-01
DISP CONVERGENCE VALUE = 0.1373E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5545 SCALED MAX DOF INC = 0.1373E-01
FORCE CONVERGENCE VALUE = 0.1787E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4699E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4699E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4699E-03
FORCE CONVERGENCE VALUE = 0.1973E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3025E-01
DISP CONVERGENCE VALUE = 0.1353E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4471 SCALED MAX DOF INC = -0.1353E-01
FORCE CONVERGENCE VALUE = 0.8628E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 68 COMPLETED. CUM ITER = 239
*** TIME = 2.33000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2459E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2474E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2474E-01
DISP CONVERGENCE VALUE = 0.1371E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5544 SCALED MAX DOF INC = 0.1371E-01
FORCE CONVERGENCE VALUE = 0.1780E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4665E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4665E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4665E-03
FORCE CONVERGENCE VALUE = 0.1968E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3021E-01
DISP CONVERGENCE VALUE = 0.1351E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4471 SCALED MAX DOF INC = -0.1351E-01
FORCE CONVERGENCE VALUE = 0.8538E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 69 COMPLETED. CUM ITER = 242
*** TIME = 2.35000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2453E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2471E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2471E-01
DISP CONVERGENCE VALUE = 0.1370E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5543 SCALED MAX DOF INC = 0.1370E-01
FORCE CONVERGENCE VALUE = 0.1773E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4631E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4631E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4631E-03
FORCE CONVERGENCE VALUE = 0.1964E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3017E-01
DISP CONVERGENCE VALUE = 0.1349E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4472 SCALED MAX DOF INC = -0.1349E-01
FORCE CONVERGENCE VALUE = 0.8450E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 70 COMPLETED. CUM ITER = 245
*** TIME = 2.37000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2447E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2468E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2468E-01
DISP CONVERGENCE VALUE = 0.1368E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5542 SCALED MAX DOF INC = 0.1368E-01
FORCE CONVERGENCE VALUE = 0.1766E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4598E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4598E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4598E-03
FORCE CONVERGENCE VALUE = 0.1960E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3012E-01
DISP CONVERGENCE VALUE = 0.1347E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4472 SCALED MAX DOF INC = -0.1347E-01
FORCE CONVERGENCE VALUE = 0.8366E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 71 COMPLETED. CUM ITER = 248
*** TIME = 2.39000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2441E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2465E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2465E-01
DISP CONVERGENCE VALUE = 0.1366E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5541 SCALED MAX DOF INC = 0.1366E-01
FORCE CONVERGENCE VALUE = 0.1760E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4566E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4566E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4566E-03
FORCE CONVERGENCE VALUE = 0.1956E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3008E-01
DISP CONVERGENCE VALUE = 0.1345E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4472 SCALED MAX DOF INC = -0.1345E-01
FORCE CONVERGENCE VALUE = 0.8285E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 72 COMPLETED. CUM ITER = 251
*** TIME = 2.41000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2435E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2462E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2462E-01
DISP CONVERGENCE VALUE = 0.1364E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5541 SCALED MAX DOF INC = 0.1364E-01
FORCE CONVERGENCE VALUE = 0.1753E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4534E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4534E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4534E-03
FORCE CONVERGENCE VALUE = 0.1952E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3004E-01
DISP CONVERGENCE VALUE = 0.1343E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4473 SCALED MAX DOF INC = -0.1343E-01
FORCE CONVERGENCE VALUE = 0.8207E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 73 COMPLETED. CUM ITER = 254
*** TIME = 2.43000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2430E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2459E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2459E-01
DISP CONVERGENCE VALUE = 0.1362E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5540 SCALED MAX DOF INC = 0.1362E-01
FORCE CONVERGENCE VALUE = 0.1746E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4503E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4503E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4503E-03
FORCE CONVERGENCE VALUE = 0.1948E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2999E-01
DISP CONVERGENCE VALUE = 0.1342E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4473 SCALED MAX DOF INC = -0.1342E-01
FORCE CONVERGENCE VALUE = 0.8132E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 74 COMPLETED. CUM ITER = 257
*** TIME = 2.45000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2424E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2456E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2456E-01
DISP CONVERGENCE VALUE = 0.1360E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5539 SCALED MAX DOF INC = 0.1360E-01
FORCE CONVERGENCE VALUE = 0.1740E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4473E-03
Wear is added here. Additional iterations are required due to wear
DISP CONVERGENCE VALUE = 0.4473E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4473E-03
FORCE CONVERGENCE VALUE = 0.1944E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2995E-01
DISP CONVERGENCE VALUE = 0.1340E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4473 SCALED MAX DOF INC = -0.1340E-01
FORCE CONVERGENCE VALUE = 0.8059E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 75 COMPLETED. CUM ITER = 260
*** TIME = 2.47000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
**** REGENERATE MESH AT SUBSTEP 75 OF LOAD STEP 2 BECAUSE OF
NONLINEAR ADAPTIVE CRITERIA
PREPARING DATA TO REMESH......
REMESHING REGIONS ARE CREATED; GENERATING NEW MESH......
NEW MESH IS CREATED; PREPARING NEW BOUNDARY CONDITIONS......
BOUNDARY CONDITIONS AND LOADS ARE TRANSFERRED; PREPARING DATA TO SOLVE......
*** NOTE *** CP = 82.105 TIME= 08:59:48
Axisymmetric elements are present. The nodal loads input with the F
commands and the reaction forces are on a full circle basis. This
differs from the pre-MAPDL 5.0 interpretation.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** NOTE *** CP = 82.245 TIME= 08:59:48
The maximum number of contact elements in any single contact pair is
60, which is smaller than the optimal domain size of 401 elements for
the given number of CPU domains (4). Therefore, no contact pairs are
being split by the CNCH,DMP logic.
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 6497
...Number of nodes: 6378
...Decompose to 4 CPU domains
...Element load balance ratio = 1.039
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
**** NEW MESH AND DATA HAVE BEEN CREATED SUCCESSFULLY. CONTINUE TO SOLVE.
FORCE CONVERGENCE VALUE = 0.7872E+07 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2283E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2283E-01
DISP CONVERGENCE VALUE = 0.4582E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2008 SCALED MAX DOF INC = -0.4582E-02
FORCE CONVERGENCE VALUE = 0.4844E+07 CRITERION= 0.7646E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1803E-01
DISP CONVERGENCE VALUE = 0.1019E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5651 SCALED MAX DOF INC = -0.1019E-01
FORCE CONVERGENCE VALUE = 0.9064E+06 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7938E-02
DISP CONVERGENCE VALUE = 0.6444E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8117 SCALED MAX DOF INC = -0.6444E-02
FORCE CONVERGENCE VALUE = 0.3906E+06 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 76 COMPLETED. CUM ITER = 264
*** TIME = 2.49000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.6781E+06 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.1972E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1972E-01
DISP CONVERGENCE VALUE = 0.1898E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9624 SCALED MAX DOF INC = 0.1898E-01
FORCE CONVERGENCE VALUE = 0.7840E+06 CRITERION= 0.7646E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1938E-02
DISP CONVERGENCE VALUE = 0.1001E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5166 SCALED MAX DOF INC = 0.1001E-02
FORCE CONVERGENCE VALUE = 0.1010E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4712E-03
DISP CONVERGENCE VALUE = 0.4712E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4712E-03
FORCE CONVERGENCE VALUE = 0.1956E+08 CRITERION= 0.7646E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3028E-01
DISP CONVERGENCE VALUE = 0.1353E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4469 SCALED MAX DOF INC = -0.1353E-01
FORCE CONVERGENCE VALUE = 0.8131E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 2 SUBSTEP 77 COMPLETED. CUM ITER = 268
*** TIME = 2.51000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2386E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2435E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2435E-01
DISP CONVERGENCE VALUE = 0.1348E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5536 SCALED MAX DOF INC = 0.1348E-01
FORCE CONVERGENCE VALUE = 0.2037E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8017E-03
DISP CONVERGENCE VALUE = 0.8017E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8017E-03
FORCE CONVERGENCE VALUE = 0.1934E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2984E-01
DISP CONVERGENCE VALUE = 0.1335E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4473 SCALED MAX DOF INC = -0.1335E-01
FORCE CONVERGENCE VALUE = 0.7691E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 78 COMPLETED. CUM ITER = 271
*** TIME = 2.53000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2409E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2453E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2453E-01
DISP CONVERGENCE VALUE = 0.1357E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5532 SCALED MAX DOF INC = 0.1357E-01
FORCE CONVERGENCE VALUE = 0.1746E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4314E-03
DISP CONVERGENCE VALUE = 0.4314E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4314E-03
FORCE CONVERGENCE VALUE = 0.1932E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2984E-01
DISP CONVERGENCE VALUE = 0.1334E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4471 SCALED MAX DOF INC = -0.1334E-01
FORCE CONVERGENCE VALUE = 0.7873E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 79 COMPLETED. CUM ITER = 274
*** TIME = 2.55000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2404E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2445E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2445E-01
DISP CONVERGENCE VALUE = 0.1353E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5533 SCALED MAX DOF INC = 0.1353E-01
FORCE CONVERGENCE VALUE = 0.1723E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4337E-03
DISP CONVERGENCE VALUE = 0.4337E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4337E-03
FORCE CONVERGENCE VALUE = 0.1929E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2980E-01
DISP CONVERGENCE VALUE = 0.1332E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4471 SCALED MAX DOF INC = -0.1332E-01
FORCE CONVERGENCE VALUE = 0.7821E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 80 COMPLETED. CUM ITER = 277
*** TIME = 2.57000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2400E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2443E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2443E-01
DISP CONVERGENCE VALUE = 0.1351E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5532 SCALED MAX DOF INC = 0.1351E-01
FORCE CONVERGENCE VALUE = 0.1723E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4276E-03
DISP CONVERGENCE VALUE = 0.4276E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4276E-03
FORCE CONVERGENCE VALUE = 0.1926E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2976E-01
DISP CONVERGENCE VALUE = 0.1331E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4471 SCALED MAX DOF INC = -0.1331E-01
FORCE CONVERGENCE VALUE = 0.7761E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 81 COMPLETED. CUM ITER = 280
*** TIME = 2.59000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2395E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2440E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2440E-01
DISP CONVERGENCE VALUE = 0.1350E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5531 SCALED MAX DOF INC = 0.1350E-01
FORCE CONVERGENCE VALUE = 0.1718E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4234E-03
DISP CONVERGENCE VALUE = 0.4234E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4234E-03
FORCE CONVERGENCE VALUE = 0.1923E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2972E-01
DISP CONVERGENCE VALUE = 0.1329E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4472 SCALED MAX DOF INC = -0.1329E-01
FORCE CONVERGENCE VALUE = 0.7705E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 82 COMPLETED. CUM ITER = 283
*** TIME = 2.61000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2391E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2437E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2437E-01
DISP CONVERGENCE VALUE = 0.1348E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5531 SCALED MAX DOF INC = 0.1348E-01
FORCE CONVERGENCE VALUE = 0.1712E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4212E-03
DISP CONVERGENCE VALUE = 0.4212E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4212E-03
FORCE CONVERGENCE VALUE = 0.1920E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2968E-01
DISP CONVERGENCE VALUE = 0.1327E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4472 SCALED MAX DOF INC = -0.1327E-01
FORCE CONVERGENCE VALUE = 0.7652E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 83 COMPLETED. CUM ITER = 286
*** TIME = 2.63000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2387E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2434E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2434E-01
DISP CONVERGENCE VALUE = 0.1346E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5530 SCALED MAX DOF INC = 0.1346E-01
FORCE CONVERGENCE VALUE = 0.1707E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4188E-03
DISP CONVERGENCE VALUE = 0.4188E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4188E-03
FORCE CONVERGENCE VALUE = 0.1917E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2964E-01
DISP CONVERGENCE VALUE = 0.1326E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4475 SCALED MAX DOF INC = -0.1326E-01
FORCE CONVERGENCE VALUE = 0.8587E+05 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 84 COMPLETED. CUM ITER = 289
*** TIME = 2.65000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2291E+08 CRITERION= 0.7646E+06
DISP CONVERGENCE VALUE = 0.2367E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2367E-01
DISP CONVERGENCE VALUE = 0.1340E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5663 SCALED MAX DOF INC = 0.1340E-01
FORCE CONVERGENCE VALUE = 0.7877E+05 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4206E-03
DISP CONVERGENCE VALUE = 0.4206E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4206E-03
FORCE CONVERGENCE VALUE = 0.1924E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2981E-01
DISP CONVERGENCE VALUE = 0.1377E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4618 SCALED MAX DOF INC = -0.1377E-01
FORCE CONVERGENCE VALUE = 0.1364E+06 CRITERION= 0.7646E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 85 COMPLETED. CUM ITER = 292
*** TIME = 2.67000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2369E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2450E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2450E-01
DISP CONVERGENCE VALUE = 0.1389E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5672 SCALED MAX DOF INC = 0.1389E-01
FORCE CONVERGENCE VALUE = 0.1101E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4336E-03
DISP CONVERGENCE VALUE = 0.4336E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4336E-03
FORCE CONVERGENCE VALUE = 0.1907E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2967E-01
DISP CONVERGENCE VALUE = 0.1370E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4618 SCALED MAX DOF INC = -0.1370E-01
FORCE CONVERGENCE VALUE = 0.1256E+06 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 86 COMPLETED. CUM ITER = 295
*** TIME = 2.69000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2427E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2502E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2502E-01
DISP CONVERGENCE VALUE = 0.1387E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5545 SCALED MAX DOF INC = 0.1387E-01
FORCE CONVERGENCE VALUE = 0.2029E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4276E-03
DISP CONVERGENCE VALUE = 0.4276E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4276E-03
FORCE CONVERGENCE VALUE = 0.1884E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2940E-01
DISP CONVERGENCE VALUE = 0.1318E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4482 SCALED MAX DOF INC = -0.1318E-01
FORCE CONVERGENCE VALUE = 0.7052E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 87 COMPLETED. CUM ITER = 298
*** TIME = 2.71000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2330E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2418E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2418E-01
DISP CONVERGENCE VALUE = 0.1335E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5521 SCALED MAX DOF INC = 0.1335E-01
FORCE CONVERGENCE VALUE = 0.1614E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4089E-03
DISP CONVERGENCE VALUE = 0.4089E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4089E-03
FORCE CONVERGENCE VALUE = 0.1886E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2945E-01
DISP CONVERGENCE VALUE = 0.1320E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4481 SCALED MAX DOF INC = -0.1320E-01
FORCE CONVERGENCE VALUE = 0.7081E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 88 COMPLETED. CUM ITER = 301
*** TIME = 2.73000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2336E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2423E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2423E-01
DISP CONVERGENCE VALUE = 0.1338E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5522 SCALED MAX DOF INC = 0.1338E-01
FORCE CONVERGENCE VALUE = 0.1626E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4050E-03
DISP CONVERGENCE VALUE = 0.4050E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4050E-03
FORCE CONVERGENCE VALUE = 0.1883E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2941E-01
DISP CONVERGENCE VALUE = 0.1318E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4481 SCALED MAX DOF INC = -0.1318E-01
FORCE CONVERGENCE VALUE = 0.7031E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 89 COMPLETED. CUM ITER = 304
*** TIME = 2.75000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2332E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2420E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2420E-01
DISP CONVERGENCE VALUE = 0.1336E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5522 SCALED MAX DOF INC = 0.1336E-01
FORCE CONVERGENCE VALUE = 0.1621E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4025E-03
DISP CONVERGENCE VALUE = 0.4025E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4025E-03
FORCE CONVERGENCE VALUE = 0.1880E+08 CRITERION= 0.7646E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2938E-01
DISP CONVERGENCE VALUE = 0.1316E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4482 SCALED MAX DOF INC = -0.1316E-01
FORCE CONVERGENCE VALUE = 0.6989E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 90 COMPLETED. CUM ITER = 307
*** TIME = 2.77000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2328E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2418E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2418E-01
DISP CONVERGENCE VALUE = 0.1335E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5521 SCALED MAX DOF INC = 0.1335E-01
FORCE CONVERGENCE VALUE = 0.1616E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4003E-03
DISP CONVERGENCE VALUE = 0.4003E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4003E-03
FORCE CONVERGENCE VALUE = 0.1878E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2934E-01
DISP CONVERGENCE VALUE = 0.1315E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4481 SCALED MAX DOF INC = -0.1315E-01
FORCE CONVERGENCE VALUE = 0.6573E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 91 COMPLETED. CUM ITER = 310
*** TIME = 2.79000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2326E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2330E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2330E-01
DISP CONVERGENCE VALUE = 0.1289E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5530 SCALED MAX DOF INC = 0.1289E-01
FORCE CONVERGENCE VALUE = 0.3627E+06 CRITERION= 0.7646E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7955E-03
DISP CONVERGENCE VALUE = 0.7955E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7955E-03
FORCE CONVERGENCE VALUE = 0.1876E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2892E-01
DISP CONVERGENCE VALUE = 0.1283E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4436 SCALED MAX DOF INC = -0.1283E-01
FORCE CONVERGENCE VALUE = 0.1451E+07 CRITERION= 0.7645E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4512E-02
DISP CONVERGENCE VALUE = 0.4478E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9925 SCALED MAX DOF INC = 0.4478E-02
FORCE CONVERGENCE VALUE = 0.1732E+06 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 2 SUBSTEP 92 COMPLETED. CUM ITER = 314
*** TIME = 2.81000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
**** REGENERATE MESH AT SUBSTEP 92 OF LOAD STEP 2 BECAUSE OF
NONLINEAR ADAPTIVE CRITERIA
PREPARING DATA TO REMESH......
REMESHING REGIONS ARE CREATED; GENERATING NEW MESH......
NEW MESH IS CREATED; PREPARING NEW BOUNDARY CONDITIONS......
BOUNDARY CONDITIONS AND LOADS ARE TRANSFERRED; PREPARING DATA TO SOLVE......
*** NOTE *** CP = 99.067 TIME= 09:00:03
Axisymmetric elements are present. The nodal loads input with the F
commands and the reaction forces are on a full circle basis. This
differs from the pre-MAPDL 5.0 interpretation.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** NOTE *** CP = 99.272 TIME= 09:00:03
The maximum number of contact elements in any single contact pair is
60, which is smaller than the optimal domain size of 401 elements for
the given number of CPU domains (4). Therefore, no contact pairs are
being split by the CNCH,DMP logic.
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 6497
...Number of nodes: 6378
...Decompose to 4 CPU domains
...Element load balance ratio = 1.042
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
**** NEW MESH AND DATA HAVE BEEN CREATED SUCCESSFULLY. CONTINUE TO SOLVE.
FORCE CONVERGENCE VALUE = 0.7265E+07 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2239E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2239E-01
DISP CONVERGENCE VALUE = 0.4864E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2173 SCALED MAX DOF INC = 0.4864E-02
FORCE CONVERGENCE VALUE = 0.4185E+07 CRITERION= 0.7645E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1837E-01
DISP CONVERGENCE VALUE = 0.1074E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5850 SCALED MAX DOF INC = -0.1074E-01
FORCE CONVERGENCE VALUE = 0.8870E+06 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7295E-02
DISP CONVERGENCE VALUE = 0.5630E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7718 SCALED MAX DOF INC = 0.5630E-02
FORCE CONVERGENCE VALUE = 0.3982E+06 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 93 COMPLETED. CUM ITER = 318
*** TIME = 2.83000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.7389E+06 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.1977E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1977E-01
DISP CONVERGENCE VALUE = 0.1922E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9722 SCALED MAX DOF INC = 0.1922E-01
FORCE CONVERGENCE VALUE = 0.2095E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1107E-02
DISP CONVERGENCE VALUE = 0.5534E-04 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.5534E-04
FORCE CONVERGENCE VALUE = 0.1879E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2770E-01
DISP CONVERGENCE VALUE = 0.1247E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4502 SCALED MAX DOF INC = -0.1247E-01
FORCE CONVERGENCE VALUE = 0.1224E+06 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 94 COMPLETED. CUM ITER = 321
*** TIME = 2.85000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2277E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2380E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2380E-01
DISP CONVERGENCE VALUE = 0.1313E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5515 SCALED MAX DOF INC = 0.1313E-01
FORCE CONVERGENCE VALUE = 0.2504E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1335E-02
DISP CONVERGENCE VALUE = 0.1335E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1335E-02
FORCE CONVERGENCE VALUE = 0.1861E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2808E-01
DISP CONVERGENCE VALUE = 0.1262E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4494 SCALED MAX DOF INC = -0.1262E-01
FORCE CONVERGENCE VALUE = 0.8146E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 95 COMPLETED. CUM ITER = 324
*** TIME = 2.87000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2295E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2284E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2284E-01
DISP CONVERGENCE VALUE = 0.1262E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5529 SCALED MAX DOF INC = 0.1262E-01
FORCE CONVERGENCE VALUE = 0.1470E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4639E-03
DISP CONVERGENCE VALUE = 0.4639E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4639E-03
FORCE CONVERGENCE VALUE = 0.1852E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2797E-01
DISP CONVERGENCE VALUE = 0.1257E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4496 SCALED MAX DOF INC = -0.1257E-01
FORCE CONVERGENCE VALUE = 0.8585E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 96 COMPLETED. CUM ITER = 327
*** TIME = 2.89000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2287E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2310E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2310E-01
DISP CONVERGENCE VALUE = 0.1276E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5522 SCALED MAX DOF INC = 0.1276E-01
FORCE CONVERGENCE VALUE = 0.1545E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5056E-03
DISP CONVERGENCE VALUE = 0.5056E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5056E-03
FORCE CONVERGENCE VALUE = 0.1849E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2797E-01
DISP CONVERGENCE VALUE = 0.1257E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4496 SCALED MAX DOF INC = -0.1257E-01
FORCE CONVERGENCE VALUE = 0.8338E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 97 COMPLETED. CUM ITER = 330
*** TIME = 2.91000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2281E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2307E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2307E-01
DISP CONVERGENCE VALUE = 0.1274E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5521 SCALED MAX DOF INC = 0.1274E-01
FORCE CONVERGENCE VALUE = 0.1546E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4723E-03
DISP CONVERGENCE VALUE = 0.4723E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4723E-03
FORCE CONVERGENCE VALUE = 0.1844E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2793E-01
DISP CONVERGENCE VALUE = 0.1256E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4495 SCALED MAX DOF INC = -0.1256E-01
FORCE CONVERGENCE VALUE = 0.8062E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 98 COMPLETED. CUM ITER = 333
*** TIME = 2.93000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2275E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2245E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2245E-01
DISP CONVERGENCE VALUE = 0.1244E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5539 SCALED MAX DOF INC = 0.1244E-01
FORCE CONVERGENCE VALUE = 0.2608E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5707E-02
DISP CONVERGENCE VALUE = 0.5707E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5707E-02
FORCE CONVERGENCE VALUE = 0.1847E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2804E-01
DISP CONVERGENCE VALUE = 0.1258E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4489 SCALED MAX DOF INC = -0.1258E-01
FORCE CONVERGENCE VALUE = 0.2802E+06 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 99 COMPLETED. CUM ITER = 336
*** TIME = 2.95000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2279E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2275E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2275E-01
DISP CONVERGENCE VALUE = 0.1265E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5559 SCALED MAX DOF INC = 0.1265E-01
FORCE CONVERGENCE VALUE = 0.8676E+06 CRITERION= 0.7645E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3259E-02
DISP CONVERGENCE VALUE = 0.3071E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9424 SCALED MAX DOF INC = 0.3071E-02
FORCE CONVERGENCE VALUE = 0.2074E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2641E-03
DISP CONVERGENCE VALUE = 0.1320E-04 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1320E-04
FORCE CONVERGENCE VALUE = 0.1844E+08 CRITERION= 0.7645E+06
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2723E-01
DISP CONVERGENCE VALUE = 0.1228E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4511 SCALED MAX DOF INC = -0.1228E-01
FORCE CONVERGENCE VALUE = 0.1064E+06 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 2 SUBSTEP 100 COMPLETED. CUM ITER = 340
*** TIME = 2.97000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2276E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2249E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2249E-01
DISP CONVERGENCE VALUE = 0.1246E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5539 SCALED MAX DOF INC = 0.1246E-01
FORCE CONVERGENCE VALUE = 0.1598E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4619E-03
DISP CONVERGENCE VALUE = 0.4619E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4619E-03
FORCE CONVERGENCE VALUE = 0.1829E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2704E-01
DISP CONVERGENCE VALUE = 0.1221E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1221E-01
FORCE CONVERGENCE VALUE = 0.9159E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 101 COMPLETED. CUM ITER = 343
*** TIME = 2.99000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2249E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2233E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2233E-01
DISP CONVERGENCE VALUE = 0.1236E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5533 SCALED MAX DOF INC = 0.1236E-01
FORCE CONVERGENCE VALUE = 0.1456E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3909E-03
DISP CONVERGENCE VALUE = 0.3909E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3909E-03
FORCE CONVERGENCE VALUE = 0.1822E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2702E-01
DISP CONVERGENCE VALUE = 0.1220E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1220E-01
FORCE CONVERGENCE VALUE = 0.8602E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 102 COMPLETED. CUM ITER = 346
*** TIME = 3.01000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2240E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2231E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2231E-01
DISP CONVERGENCE VALUE = 0.1234E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5532 SCALED MAX DOF INC = 0.1234E-01
FORCE CONVERGENCE VALUE = 0.1460E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4039E-03
DISP CONVERGENCE VALUE = 0.4039E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4039E-03
FORCE CONVERGENCE VALUE = 0.1816E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2699E-01
DISP CONVERGENCE VALUE = 0.1218E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1218E-01
FORCE CONVERGENCE VALUE = 0.8367E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 103 COMPLETED. CUM ITER = 349
*** TIME = 3.03000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2232E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2229E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2229E-01
DISP CONVERGENCE VALUE = 0.1233E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5530 SCALED MAX DOF INC = 0.1233E-01
FORCE CONVERGENCE VALUE = 0.1457E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4006E-03
DISP CONVERGENCE VALUE = 0.4006E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4006E-03
FORCE CONVERGENCE VALUE = 0.1810E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2695E-01
DISP CONVERGENCE VALUE = 0.1216E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1216E-01
FORCE CONVERGENCE VALUE = 0.8167E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 104 COMPLETED. CUM ITER = 352
*** TIME = 3.05000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2224E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2227E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2227E-01
DISP CONVERGENCE VALUE = 0.1231E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5528 SCALED MAX DOF INC = 0.1231E-01
FORCE CONVERGENCE VALUE = 0.1450E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3974E-03
DISP CONVERGENCE VALUE = 0.3974E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3974E-03
FORCE CONVERGENCE VALUE = 0.1804E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2692E-01
DISP CONVERGENCE VALUE = 0.1215E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1215E-01
FORCE CONVERGENCE VALUE = 0.7989E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 105 COMPLETED. CUM ITER = 355
*** TIME = 3.07000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2217E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2225E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2225E-01
DISP CONVERGENCE VALUE = 0.1229E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5527 SCALED MAX DOF INC = 0.1229E-01
FORCE CONVERGENCE VALUE = 0.1443E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3940E-03
DISP CONVERGENCE VALUE = 0.3940E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3940E-03
FORCE CONVERGENCE VALUE = 0.1799E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2688E-01
DISP CONVERGENCE VALUE = 0.1213E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1213E-01
FORCE CONVERGENCE VALUE = 0.7785E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 106 COMPLETED. CUM ITER = 358
*** TIME = 3.09000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2213E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2225E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2225E-01
DISP CONVERGENCE VALUE = 0.1228E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5519 SCALED MAX DOF INC = 0.1228E-01
FORCE CONVERGENCE VALUE = 0.1477E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3905E-03
DISP CONVERGENCE VALUE = 0.3905E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3905E-03
FORCE CONVERGENCE VALUE = 0.1793E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2684E-01
DISP CONVERGENCE VALUE = 0.1210E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4508 SCALED MAX DOF INC = -0.1210E-01
FORCE CONVERGENCE VALUE = 0.7793E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 107 COMPLETED. CUM ITER = 361
*** TIME = 3.11000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2206E+08 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.2222E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2222E-01
DISP CONVERGENCE VALUE = 0.1225E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5513 SCALED MAX DOF INC = 0.1225E-01
FORCE CONVERGENCE VALUE = 0.1458E+06 CRITERION= 0.7645E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3870E-03
DISP CONVERGENCE VALUE = 0.3870E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3870E-03
FORCE CONVERGENCE VALUE = 0.1788E+08 CRITERION= 0.7645E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2681E-01
DISP CONVERGENCE VALUE = 0.1207E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4504 SCALED MAX DOF INC = -0.1207E-01
FORCE CONVERGENCE VALUE = 0.7628E+05 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 108 COMPLETED. CUM ITER = 364
*** TIME = 3.13000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
**** REGENERATE MESH AT SUBSTEP 108 OF LOAD STEP 2 BECAUSE OF
NONLINEAR ADAPTIVE CRITERIA
PREPARING DATA TO REMESH......
REMESHING REGIONS ARE CREATED; GENERATING NEW MESH......
NEW MESH IS CREATED; PREPARING NEW BOUNDARY CONDITIONS......
BOUNDARY CONDITIONS AND LOADS ARE TRANSFERRED; PREPARING DATA TO SOLVE......
*** NOTE *** CP = 114.864 TIME= 09:00:17
Axisymmetric elements are present. The nodal loads input with the F
commands and the reaction forces are on a full circle basis. This
differs from the pre-MAPDL 5.0 interpretation.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** NOTE *** CP = 115.004 TIME= 09:00:17
The maximum number of contact elements in any single contact pair is
60, which is smaller than the optimal domain size of 401 elements for
the given number of CPU domains (4). Therefore, no contact pairs are
being split by the CNCH,DMP logic.
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 6497
...Number of nodes: 6378
...Decompose to 4 CPU domains
...Element load balance ratio = 1.039
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
**** NEW MESH AND DATA HAVE BEEN CREATED SUCCESSFULLY. CONTINUE TO SOLVE.
FORCE CONVERGENCE VALUE = 0.6999E+07 CRITERION= 0.7645E+06
DISP CONVERGENCE VALUE = 0.1850E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1850E-01
DISP CONVERGENCE VALUE = 0.3747E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2026 SCALED MAX DOF INC = -0.3747E-02
FORCE CONVERGENCE VALUE = 0.3904E+07 CRITERION= 0.7645E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1571E-01
DISP CONVERGENCE VALUE = 0.8973E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5710 SCALED MAX DOF INC = 0.8973E-02
FORCE CONVERGENCE VALUE = 0.6936E+06 CRITERION= 0.7645E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 2 SUBSTEP 109 COMPLETED. CUM ITER = 367
*** TIME = 3.15000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.1905E+07 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.6589E-02 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6589E-02
DISP CONVERGENCE VALUE = 0.3485E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5289 SCALED MAX DOF INC = -0.3485E-02
FORCE CONVERGENCE VALUE = 0.2843E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2859E-02
DISP CONVERGENCE VALUE = 0.1429E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = -0.1429E-03
FORCE CONVERGENCE VALUE = 0.1783E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2734E-01
DISP CONVERGENCE VALUE = 0.1232E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4506 SCALED MAX DOF INC = -0.1232E-01
FORCE CONVERGENCE VALUE = 0.8924E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 110 COMPLETED. CUM ITER = 370
*** TIME = 3.17000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2288E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2234E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2234E-01
DISP CONVERGENCE VALUE = 0.1252E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5603 SCALED MAX DOF INC = 0.1252E-01
FORCE CONVERGENCE VALUE = 0.3022E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4267E-02
DISP CONVERGENCE VALUE = 0.4267E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4267E-02
FORCE CONVERGENCE VALUE = 0.1759E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2633E-01
DISP CONVERGENCE VALUE = 0.1192E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4525 SCALED MAX DOF INC = -0.1192E-01
FORCE CONVERGENCE VALUE = 0.6481E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 111 COMPLETED. CUM ITER = 373
*** TIME = 3.19000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2176E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2247E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2247E-01
DISP CONVERGENCE VALUE = 0.1238E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5508 SCALED MAX DOF INC = 0.1238E-01
FORCE CONVERGENCE VALUE = 0.1480E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9443E-03
DISP CONVERGENCE VALUE = 0.9443E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9443E-03
FORCE CONVERGENCE VALUE = 0.1771E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2679E-01
DISP CONVERGENCE VALUE = 0.1209E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1209E-01
FORCE CONVERGENCE VALUE = 0.7108E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 112 COMPLETED. CUM ITER = 376
*** TIME = 3.21000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2173E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2206E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2206E-01
DISP CONVERGENCE VALUE = 0.1217E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5518 SCALED MAX DOF INC = 0.1217E-01
FORCE CONVERGENCE VALUE = 0.1380E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3619E-03
DISP CONVERGENCE VALUE = 0.3619E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3619E-03
FORCE CONVERGENCE VALUE = 0.1764E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2667E-01
DISP CONVERGENCE VALUE = 0.1204E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4512 SCALED MAX DOF INC = -0.1204E-01
FORCE CONVERGENCE VALUE = 0.6887E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 113 COMPLETED. CUM ITER = 379
*** TIME = 3.23000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2165E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2212E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2212E-01
DISP CONVERGENCE VALUE = 0.1220E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5514 SCALED MAX DOF INC = 0.1220E-01
FORCE CONVERGENCE VALUE = 0.1402E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3754E-03
DISP CONVERGENCE VALUE = 0.3754E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3754E-03
FORCE CONVERGENCE VALUE = 0.1761E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2666E-01
DISP CONVERGENCE VALUE = 0.1203E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4512 SCALED MAX DOF INC = -0.1203E-01
FORCE CONVERGENCE VALUE = 0.6869E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 114 COMPLETED. CUM ITER = 382
*** TIME = 3.25000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2154E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2204E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2204E-01
DISP CONVERGENCE VALUE = 0.1217E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5522 SCALED MAX DOF INC = 0.1217E-01
FORCE CONVERGENCE VALUE = 0.1330E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3640E-03
DISP CONVERGENCE VALUE = 0.3640E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3640E-03
FORCE CONVERGENCE VALUE = 0.1757E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2664E-01
DISP CONVERGENCE VALUE = 0.1204E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4521 SCALED MAX DOF INC = -0.1204E-01
FORCE CONVERGENCE VALUE = 0.6614E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 115 COMPLETED. CUM ITER = 385
*** TIME = 3.27000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2152E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2206E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2206E-01
DISP CONVERGENCE VALUE = 0.1218E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5523 SCALED MAX DOF INC = 0.1218E-01
FORCE CONVERGENCE VALUE = 0.1366E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3641E-03
DISP CONVERGENCE VALUE = 0.3641E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3641E-03
FORCE CONVERGENCE VALUE = 0.1752E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2660E-01
DISP CONVERGENCE VALUE = 0.1203E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4521 SCALED MAX DOF INC = -0.1203E-01
FORCE CONVERGENCE VALUE = 0.6460E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 116 COMPLETED. CUM ITER = 388
*** TIME = 3.29000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2150E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2207E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2207E-01
DISP CONVERGENCE VALUE = 0.1217E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5515 SCALED MAX DOF INC = 0.1217E-01
FORCE CONVERGENCE VALUE = 0.1403E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3614E-03
DISP CONVERGENCE VALUE = 0.3614E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3614E-03
FORCE CONVERGENCE VALUE = 0.1747E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2656E-01
DISP CONVERGENCE VALUE = 0.1199E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4515 SCALED MAX DOF INC = -0.1199E-01
FORCE CONVERGENCE VALUE = 0.6469E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 117 COMPLETED. CUM ITER = 391
*** TIME = 3.31000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2142E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2203E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2203E-01
DISP CONVERGENCE VALUE = 0.1214E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5512 SCALED MAX DOF INC = 0.1214E-01
FORCE CONVERGENCE VALUE = 0.1373E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3585E-03
DISP CONVERGENCE VALUE = 0.3585E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3585E-03
FORCE CONVERGENCE VALUE = 0.1744E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2653E-01
DISP CONVERGENCE VALUE = 0.1198E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1198E-01
FORCE CONVERGENCE VALUE = 0.6352E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 118 COMPLETED. CUM ITER = 394
*** TIME = 3.33000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2137E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2200E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2200E-01
DISP CONVERGENCE VALUE = 0.1212E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5510 SCALED MAX DOF INC = 0.1212E-01
FORCE CONVERGENCE VALUE = 0.1367E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3558E-03
DISP CONVERGENCE VALUE = 0.3558E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3558E-03
FORCE CONVERGENCE VALUE = 0.1740E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2650E-01
DISP CONVERGENCE VALUE = 0.1196E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1196E-01
FORCE CONVERGENCE VALUE = 0.6262E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 119 COMPLETED. CUM ITER = 397
*** TIME = 3.35000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2132E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2198E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2198E-01
DISP CONVERGENCE VALUE = 0.1211E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5509 SCALED MAX DOF INC = 0.1211E-01
FORCE CONVERGENCE VALUE = 0.1362E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3534E-03
DISP CONVERGENCE VALUE = 0.3534E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3534E-03
FORCE CONVERGENCE VALUE = 0.1736E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2647E-01
DISP CONVERGENCE VALUE = 0.1195E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1195E-01
FORCE CONVERGENCE VALUE = 0.6177E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 120 COMPLETED. CUM ITER = 400
*** TIME = 3.37000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2127E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2196E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2196E-01
DISP CONVERGENCE VALUE = 0.1210E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5508 SCALED MAX DOF INC = 0.1210E-01
FORCE CONVERGENCE VALUE = 0.1358E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3511E-03
DISP CONVERGENCE VALUE = 0.3511E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3511E-03
FORCE CONVERGENCE VALUE = 0.1733E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2644E-01
DISP CONVERGENCE VALUE = 0.1193E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1193E-01
FORCE CONVERGENCE VALUE = 0.6096E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 121 COMPLETED. CUM ITER = 403
*** TIME = 3.39000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2122E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2194E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2194E-01
DISP CONVERGENCE VALUE = 0.1208E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5507 SCALED MAX DOF INC = 0.1208E-01
FORCE CONVERGENCE VALUE = 0.1353E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3489E-03
DISP CONVERGENCE VALUE = 0.3489E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3489E-03
FORCE CONVERGENCE VALUE = 0.1730E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2641E-01
DISP CONVERGENCE VALUE = 0.1192E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1192E-01
FORCE CONVERGENCE VALUE = 0.6018E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 122 COMPLETED. CUM ITER = 406
*** TIME = 3.41000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2118E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2192E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2192E-01
DISP CONVERGENCE VALUE = 0.1207E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5506 SCALED MAX DOF INC = 0.1207E-01
FORCE CONVERGENCE VALUE = 0.1349E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3468E-03
DISP CONVERGENCE VALUE = 0.3468E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3468E-03
FORCE CONVERGENCE VALUE = 0.1726E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2638E-01
DISP CONVERGENCE VALUE = 0.1191E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1191E-01
FORCE CONVERGENCE VALUE = 0.5945E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 123 COMPLETED. CUM ITER = 409
*** TIME = 3.43000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2113E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2190E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2190E-01
DISP CONVERGENCE VALUE = 0.1205E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5505 SCALED MAX DOF INC = 0.1205E-01
FORCE CONVERGENCE VALUE = 0.1344E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3447E-03
DISP CONVERGENCE VALUE = 0.3447E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3447E-03
FORCE CONVERGENCE VALUE = 0.1723E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2635E-01
DISP CONVERGENCE VALUE = 0.1189E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1189E-01
FORCE CONVERGENCE VALUE = 0.5874E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 124 COMPLETED. CUM ITER = 412
*** TIME = 3.45000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
**** REGENERATE MESH AT SUBSTEP 124 OF LOAD STEP 2 BECAUSE OF
NONLINEAR ADAPTIVE CRITERIA
PREPARING DATA TO REMESH......
REMESHING REGIONS ARE CREATED; GENERATING NEW MESH......
NEW MESH IS CREATED; PREPARING NEW BOUNDARY CONDITIONS......
BOUNDARY CONDITIONS AND LOADS ARE TRANSFERRED; PREPARING DATA TO SOLVE......
*** NOTE *** CP = 130.479 TIME= 09:00:30
Axisymmetric elements are present. The nodal loads input with the F
commands and the reaction forces are on a full circle basis. This
differs from the pre-MAPDL 5.0 interpretation.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** NOTE *** CP = 130.620 TIME= 09:00:30
The maximum number of contact elements in any single contact pair is
60, which is smaller than the optimal domain size of 401 elements for
the given number of CPU domains (4). Therefore, no contact pairs are
being split by the CNCH,DMP logic.
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 6497
...Number of nodes: 6378
...Decompose to 4 CPU domains
...Element load balance ratio = 1.038
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
**** NEW MESH AND DATA HAVE BEEN CREATED SUCCESSFULLY. CONTINUE TO SOLVE.
FORCE CONVERGENCE VALUE = 0.6971E+07 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.1778E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1778E-01
DISP CONVERGENCE VALUE = 0.3544E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.1993 SCALED MAX DOF INC = -0.3544E-02
FORCE CONVERGENCE VALUE = 0.3675E+07 CRITERION= 0.7644E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1412E-01
DISP CONVERGENCE VALUE = 0.7881E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5584 SCALED MAX DOF INC = -0.7881E-02
FORCE CONVERGENCE VALUE = 0.6176E+06 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 2 SUBSTEP 125 COMPLETED. CUM ITER = 415
*** TIME = 3.47000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.1624E+07 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.5410E-02 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5410E-02
DISP CONVERGENCE VALUE = 0.2821E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5215 SCALED MAX DOF INC = 0.2821E-02
FORCE CONVERGENCE VALUE = 0.2375E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2466E-02
DISP CONVERGENCE VALUE = 0.1233E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1233E-03
FORCE CONVERGENCE VALUE = 0.1718E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2682E-01
DISP CONVERGENCE VALUE = 0.1208E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4502 SCALED MAX DOF INC = -0.1208E-01
FORCE CONVERGENCE VALUE = 0.7147E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 126 COMPLETED. CUM ITER = 418
*** TIME = 3.49000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2187E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2207E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2207E-01
DISP CONVERGENCE VALUE = 0.1232E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5582 SCALED MAX DOF INC = 0.1232E-01
FORCE CONVERGENCE VALUE = 0.2689E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3863E-02
DISP CONVERGENCE VALUE = 0.3863E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3863E-02
FORCE CONVERGENCE VALUE = 0.1695E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2585E-01
DISP CONVERGENCE VALUE = 0.1169E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4524 SCALED MAX DOF INC = -0.1169E-01
FORCE CONVERGENCE VALUE = 0.5025E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 127 COMPLETED. CUM ITER = 421
*** TIME = 3.51000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2090E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2213E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2213E-01
DISP CONVERGENCE VALUE = 0.1214E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5488 SCALED MAX DOF INC = 0.1214E-01
FORCE CONVERGENCE VALUE = 0.1380E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8223E-03
DISP CONVERGENCE VALUE = 0.8223E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8223E-03
FORCE CONVERGENCE VALUE = 0.1710E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2633E-01
DISP CONVERGENCE VALUE = 0.1188E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1188E-01
FORCE CONVERGENCE VALUE = 0.5674E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 128 COMPLETED. CUM ITER = 424
*** TIME = 3.53000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2090E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2176E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2176E-01
DISP CONVERGENCE VALUE = 0.1197E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5499 SCALED MAX DOF INC = 0.1197E-01
FORCE CONVERGENCE VALUE = 0.1294E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3242E-03
DISP CONVERGENCE VALUE = 0.3242E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3242E-03
FORCE CONVERGENCE VALUE = 0.1705E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2622E-01
DISP CONVERGENCE VALUE = 0.1184E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4515 SCALED MAX DOF INC = -0.1184E-01
FORCE CONVERGENCE VALUE = 0.5519E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 129 COMPLETED. CUM ITER = 427
*** TIME = 3.55000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2086E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2183E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2183E-01
DISP CONVERGENCE VALUE = 0.1200E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5494 SCALED MAX DOF INC = 0.1200E-01
FORCE CONVERGENCE VALUE = 0.1333E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3363E-03
DISP CONVERGENCE VALUE = 0.3363E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3363E-03
FORCE CONVERGENCE VALUE = 0.1703E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2620E-01
DISP CONVERGENCE VALUE = 0.1182E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4512 SCALED MAX DOF INC = -0.1182E-01
FORCE CONVERGENCE VALUE = 0.5506E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 130 COMPLETED. CUM ITER = 430
*** TIME = 3.57000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2082E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2179E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2179E-01
DISP CONVERGENCE VALUE = 0.1197E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5494 SCALED MAX DOF INC = 0.1197E-01
FORCE CONVERGENCE VALUE = 0.1318E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3266E-03
DISP CONVERGENCE VALUE = 0.3266E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3266E-03
FORCE CONVERGENCE VALUE = 0.1700E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2617E-01
DISP CONVERGENCE VALUE = 0.1181E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1181E-01
FORCE CONVERGENCE VALUE = 0.5456E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 131 COMPLETED. CUM ITER = 433
*** TIME = 3.59000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2079E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2177E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2177E-01
DISP CONVERGENCE VALUE = 0.1196E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5493 SCALED MAX DOF INC = 0.1196E-01
FORCE CONVERGENCE VALUE = 0.1314E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3266E-03
DISP CONVERGENCE VALUE = 0.3266E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3266E-03
FORCE CONVERGENCE VALUE = 0.1698E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2615E-01
DISP CONVERGENCE VALUE = 0.1180E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1180E-01
FORCE CONVERGENCE VALUE = 0.5409E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 132 COMPLETED. CUM ITER = 436
*** TIME = 3.61000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 2 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2075E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2175E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2175E-01
DISP CONVERGENCE VALUE = 0.1195E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5493 SCALED MAX DOF INC = 0.1195E-01
FORCE CONVERGENCE VALUE = 0.1310E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3247E-03
DISP CONVERGENCE VALUE = 0.3247E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3247E-03
FORCE CONVERGENCE VALUE = 0.1696E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2612E-01
DISP CONVERGENCE VALUE = 0.1179E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1179E-01
FORCE CONVERGENCE VALUE = 0.5363E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 133 COMPLETED. CUM ITER = 439
*** TIME = 3.63000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2072E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2173E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2173E-01
DISP CONVERGENCE VALUE = 0.1194E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5492 SCALED MAX DOF INC = 0.1194E-01
FORCE CONVERGENCE VALUE = 0.1307E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3231E-03
DISP CONVERGENCE VALUE = 0.3231E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3231E-03
FORCE CONVERGENCE VALUE = 0.1693E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2609E-01
DISP CONVERGENCE VALUE = 0.1178E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1178E-01
FORCE CONVERGENCE VALUE = 0.5320E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 134 COMPLETED. CUM ITER = 442
*** TIME = 3.65000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2069E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2172E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2172E-01
DISP CONVERGENCE VALUE = 0.1193E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5492 SCALED MAX DOF INC = 0.1193E-01
FORCE CONVERGENCE VALUE = 0.1303E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3214E-03
DISP CONVERGENCE VALUE = 0.3214E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3214E-03
FORCE CONVERGENCE VALUE = 0.1691E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2607E-01
DISP CONVERGENCE VALUE = 0.1177E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1177E-01
FORCE CONVERGENCE VALUE = 0.5278E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 135 COMPLETED. CUM ITER = 445
*** TIME = 3.67000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2066E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2170E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2170E-01
DISP CONVERGENCE VALUE = 0.1191E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5491 SCALED MAX DOF INC = 0.1191E-01
FORCE CONVERGENCE VALUE = 0.1300E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3198E-03
DISP CONVERGENCE VALUE = 0.3198E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3198E-03
FORCE CONVERGENCE VALUE = 0.1689E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2604E-01
DISP CONVERGENCE VALUE = 0.1175E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1175E-01
FORCE CONVERGENCE VALUE = 0.5238E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 136 COMPLETED. CUM ITER = 448
*** TIME = 3.69000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2063E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2168E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2168E-01
DISP CONVERGENCE VALUE = 0.1190E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5491 SCALED MAX DOF INC = 0.1190E-01
FORCE CONVERGENCE VALUE = 0.1296E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3182E-03
DISP CONVERGENCE VALUE = 0.3182E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3182E-03
FORCE CONVERGENCE VALUE = 0.1687E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2601E-01
DISP CONVERGENCE VALUE = 0.1174E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1174E-01
FORCE CONVERGENCE VALUE = 0.5199E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 137 COMPLETED. CUM ITER = 451
*** TIME = 3.71000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2060E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2166E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2166E-01
DISP CONVERGENCE VALUE = 0.1189E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5491 SCALED MAX DOF INC = 0.1189E-01
FORCE CONVERGENCE VALUE = 0.1293E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3167E-03
DISP CONVERGENCE VALUE = 0.3167E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3167E-03
FORCE CONVERGENCE VALUE = 0.1685E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2599E-01
DISP CONVERGENCE VALUE = 0.1173E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1173E-01
FORCE CONVERGENCE VALUE = 0.5145E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 138 COMPLETED. CUM ITER = 454
*** TIME = 3.73000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2058E+08 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.2165E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2165E-01
DISP CONVERGENCE VALUE = 0.1188E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5488 SCALED MAX DOF INC = 0.1188E-01
FORCE CONVERGENCE VALUE = 0.1301E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3151E-03
DISP CONVERGENCE VALUE = 0.3151E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3151E-03
FORCE CONVERGENCE VALUE = 0.1683E+08 CRITERION= 0.7644E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2596E-01
DISP CONVERGENCE VALUE = 0.1172E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4513 SCALED MAX DOF INC = -0.1172E-01
FORCE CONVERGENCE VALUE = 0.5149E+05 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 139 COMPLETED. CUM ITER = 457
*** TIME = 3.75000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
**** REGENERATE MESH AT SUBSTEP 139 OF LOAD STEP 2 BECAUSE OF
NONLINEAR ADAPTIVE CRITERIA
PREPARING DATA TO REMESH......
*** WARNING *** CP = 143.609 TIME= 09:00:42
Quadrilateral element 12446 has a pair of opposite edges that are
73.34 degrees away from being parallel. This exceeds the warning
limit of 70 degrees.
REMESHING REGIONS ARE CREATED; GENERATING NEW MESH......
NEW MESH IS CREATED; PREPARING NEW BOUNDARY CONDITIONS......
BOUNDARY CONDITIONS AND LOADS ARE TRANSFERRED; PREPARING DATA TO SOLVE......
*** NOTE *** CP = 145.403 TIME= 09:00:42
Axisymmetric elements are present. The nodal loads input with the F
commands and the reaction forces are on a full circle basis. This
differs from the pre-MAPDL 5.0 interpretation.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** NOTE *** CP = 145.544 TIME= 09:00:42
The maximum number of contact elements in any single contact pair is
60, which is smaller than the optimal domain size of 401 elements for
the given number of CPU domains (4). Therefore, no contact pairs are
being split by the CNCH,DMP logic.
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 6497
...Number of nodes: 6378
...Decompose to 4 CPU domains
...Element load balance ratio = 1.038
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
**** NEW MESH AND DATA HAVE BEEN CREATED SUCCESSFULLY. CONTINUE TO SOLVE.
FORCE CONVERGENCE VALUE = 0.6978E+07 CRITERION= 0.7644E+06
DISP CONVERGENCE VALUE = 0.1685E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1685E-01
DISP CONVERGENCE VALUE = 0.3206E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.1902 SCALED MAX DOF INC = -0.3206E-02
FORCE CONVERGENCE VALUE = 0.3534E+07 CRITERION= 0.7644E+06
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1346E-01
DISP CONVERGENCE VALUE = 0.7416E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5507 SCALED MAX DOF INC = -0.7416E-02
FORCE CONVERGENCE VALUE = 0.5012E+06 CRITERION= 0.7644E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 2 SUBSTEP 140 COMPLETED. CUM ITER = 460
*** TIME = 3.77000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.1372E+07 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.4511E-02 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4511E-02
DISP CONVERGENCE VALUE = 0.2339E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5185 SCALED MAX DOF INC = 0.2339E-02
FORCE CONVERGENCE VALUE = 0.1869E+06 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2138E-02
DISP CONVERGENCE VALUE = 0.1069E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1069E-03
FORCE CONVERGENCE VALUE = 0.1683E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2639E-01
DISP CONVERGENCE VALUE = 0.1189E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4503 SCALED MAX DOF INC = -0.1189E-01
FORCE CONVERGENCE VALUE = 0.6248E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 141 COMPLETED. CUM ITER = 463
*** TIME = 3.79000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2121E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2184E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2184E-01
DISP CONVERGENCE VALUE = 0.1213E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5556 SCALED MAX DOF INC = 0.1213E-01
FORCE CONVERGENCE VALUE = 0.2422E+06 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3684E-02
DISP CONVERGENCE VALUE = 0.3684E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3684E-02
FORCE CONVERGENCE VALUE = 0.1662E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2555E-01
DISP CONVERGENCE VALUE = 0.1156E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4522 SCALED MAX DOF INC = -0.1156E-01
FORCE CONVERGENCE VALUE = 0.4452E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 142 COMPLETED. CUM ITER = 466
*** TIME = 3.81000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2042E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2182E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2182E-01
DISP CONVERGENCE VALUE = 0.1195E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5477 SCALED MAX DOF INC = 0.1195E-01
FORCE CONVERGENCE VALUE = 0.1328E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6897E-03
DISP CONVERGENCE VALUE = 0.6897E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6897E-03
FORCE CONVERGENCE VALUE = 0.1675E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2595E-01
DISP CONVERGENCE VALUE = 0.1171E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4514 SCALED MAX DOF INC = -0.1171E-01
FORCE CONVERGENCE VALUE = 0.5046E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 143 COMPLETED. CUM ITER = 469
*** TIME = 3.83000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2043E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2151E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2151E-01
DISP CONVERGENCE VALUE = 0.1181E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5488 SCALED MAX DOF INC = 0.1181E-01
FORCE CONVERGENCE VALUE = 0.1247E+06 CRITERION= 0.7644E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3008E-03
DISP CONVERGENCE VALUE = 0.3008E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3008E-03
FORCE CONVERGENCE VALUE = 0.1671E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2586E-01
DISP CONVERGENCE VALUE = 0.1168E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4516 SCALED MAX DOF INC = -0.1168E-01
FORCE CONVERGENCE VALUE = 0.4956E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 144 COMPLETED. CUM ITER = 472
*** TIME = 3.85000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 2D CONTACT ELEMENTS
FORCE CONVERGENCE VALUE = 0.2039E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2157E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2157E-01
DISP CONVERGENCE VALUE = 0.1183E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5486 SCALED MAX DOF INC = 0.1183E-01
FORCE CONVERGENCE VALUE = 0.1272E+06 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3096E-03
DISP CONVERGENCE VALUE = 0.3096E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3096E-03
FORCE CONVERGENCE VALUE = 0.1670E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2585E-01
DISP CONVERGENCE VALUE = 0.1167E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4516 SCALED MAX DOF INC = -0.1167E-01
FORCE CONVERGENCE VALUE = 0.4931E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 145 COMPLETED. CUM ITER = 475
*** TIME = 3.87000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.2037E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2154E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2154E-01
DISP CONVERGENCE VALUE = 0.1182E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5486 SCALED MAX DOF INC = 0.1182E-01
FORCE CONVERGENCE VALUE = 0.1267E+06 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3016E-03
DISP CONVERGENCE VALUE = 0.3016E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3016E-03
FORCE CONVERGENCE VALUE = 0.1668E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2582E-01
DISP CONVERGENCE VALUE = 0.1166E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4516 SCALED MAX DOF INC = -0.1166E-01
FORCE CONVERGENCE VALUE = 0.4902E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 146 COMPLETED. CUM ITER = 478
*** TIME = 3.89000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.2035E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2153E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2153E-01
DISP CONVERGENCE VALUE = 0.1181E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5485 SCALED MAX DOF INC = 0.1181E-01
FORCE CONVERGENCE VALUE = 0.1264E+06 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3018E-03
DISP CONVERGENCE VALUE = 0.3018E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3018E-03
FORCE CONVERGENCE VALUE = 0.1666E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2580E-01
DISP CONVERGENCE VALUE = 0.1165E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4516 SCALED MAX DOF INC = -0.1165E-01
FORCE CONVERGENCE VALUE = 0.4876E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 147 COMPLETED. CUM ITER = 481
*** TIME = 3.91000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.2032E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2151E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2151E-01
DISP CONVERGENCE VALUE = 0.1180E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5485 SCALED MAX DOF INC = 0.1180E-01
FORCE CONVERGENCE VALUE = 0.1261E+06 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3004E-03
DISP CONVERGENCE VALUE = 0.3004E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3004E-03
FORCE CONVERGENCE VALUE = 0.1665E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2577E-01
DISP CONVERGENCE VALUE = 0.1164E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4516 SCALED MAX DOF INC = -0.1164E-01
FORCE CONVERGENCE VALUE = 0.4851E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 148 COMPLETED. CUM ITER = 484
*** TIME = 3.93000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.2030E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2149E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2149E-01
DISP CONVERGENCE VALUE = 0.1179E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5485 SCALED MAX DOF INC = 0.1179E-01
FORCE CONVERGENCE VALUE = 0.1258E+06 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2991E-03
DISP CONVERGENCE VALUE = 0.2991E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2991E-03
FORCE CONVERGENCE VALUE = 0.1663E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2575E-01
DISP CONVERGENCE VALUE = 0.1163E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4517 SCALED MAX DOF INC = -0.1163E-01
FORCE CONVERGENCE VALUE = 0.4826E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 149 COMPLETED. CUM ITER = 487
*** TIME = 3.95000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.2027E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2147E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2147E-01
DISP CONVERGENCE VALUE = 0.1178E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5484 SCALED MAX DOF INC = 0.1178E-01
FORCE CONVERGENCE VALUE = 0.1255E+06 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2979E-03
DISP CONVERGENCE VALUE = 0.2979E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2979E-03
FORCE CONVERGENCE VALUE = 0.1661E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2572E-01
DISP CONVERGENCE VALUE = 0.1162E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4517 SCALED MAX DOF INC = -0.1162E-01
FORCE CONVERGENCE VALUE = 0.4801E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 150 COMPLETED. CUM ITER = 490
*** TIME = 3.97000 TIME INC = 0.200000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.20000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.2025E+08 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.2146E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2146E-01
DISP CONVERGENCE VALUE = 0.1177E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5484 SCALED MAX DOF INC = 0.1177E-01
FORCE CONVERGENCE VALUE = 0.1252E+06 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2966E-03
DISP CONVERGENCE VALUE = 0.2966E-03 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2966E-03
FORCE CONVERGENCE VALUE = 0.1660E+08 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2570E-01
DISP CONVERGENCE VALUE = 0.1161E-01 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4517 SCALED MAX DOF INC = -0.1161E-01
FORCE CONVERGENCE VALUE = 0.4778E+05 CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 151 COMPLETED. CUM ITER = 493
*** TIME = 3.99000 TIME INC = 0.200000E-01
*** AUTO TIME STEP: NEXT TIME INC = 0.10000E-01 DECREASED (FACTOR = 0.5000)
FORCE CONVERGENCE VALUE = 0.9700E+07 CRITERION= 0.7643E+06
DISP CONVERGENCE VALUE = 0.1114E-01 CRITERION= 0.5080E-01 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1114E-01
DISP CONVERGENCE VALUE = 0.5857E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5257 SCALED MAX DOF INC = 0.5857E-02
FORCE CONVERGENCE VALUE = 0.2009E+05 CRITERION= 0.7643E+06 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6651E-04
DISP CONVERGENCE VALUE = 0.6651E-04 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6651E-04
FORCE CONVERGENCE VALUE = 0.8773E+07 CRITERION= 0.7643E+06
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1220E-01
DISP CONVERGENCE VALUE = 0.5825E-02 CRITERION= 0.5080E-01 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4775 SCALED MAX DOF INC = -0.5825E-02
FORCE CONVERGENCE VALUE = 6676. CRITERION= 0.7643E+06 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 2 SUBSTEP 152 COMPLETED. CUM ITER = 496
*** TIME = 4.00000 TIME INC = 0.100000E-01
****************************************************
*************** FINISHED SOLVE FOR LS 2 *************
*GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 9.01444444
PRINTOUT RESUMED BY /GOP
FINISH SOLUTION PROCESSING WITH 8 SUCCESSFUL REMESHING(S)
***** ROUTINE COMPLETED ***** CP = 156.643
*** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R1 24.1 ***
Ansys Mechanical Enterprise
00000000 VERSION=LINUX x64 09:00:53 MAY 06, 2024 CP= 156.646
--Static Structural
***** MAPDL RESULTS INTERPRETATION (POST1) *****
*** NOTE *** CP = 156.647 TIME= 09:00:53
Reading results into the database (SET command) will update the current
displacement and force boundary conditions in the database with the
values from the results file for that load set. Note that any
subsequent solutions will use these values unless action is taken to
either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
Set Encoding of XML File to:ISO-8859-1
Set Output of XML File to:
PARM, , , , , , , , , , , ,
, , , , , , ,
DATABASE WRITTEN ON FILE parm.xml
EXIT THE MAPDL POST1 DATABASE PROCESSOR
***** ROUTINE COMPLETED ***** CP = 156.649
PRINTOUT RESUMED BY /GOP
*GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 9.01472222
PARAMETER _PREPTIME = 0.000000000
PARAMETER _SOLVTIME = 134.0000000
PARAMETER _POSTTIME = 1.000000000
PARAMETER _TOTALTIM = 135.0000000
*GET _DLBRATIO FROM ACTI ITEM=SOLU DLBR VALUE= 1.03793532
*GET _COMBTIME FROM ACTI ITEM=SOLU COMB VALUE= 1.07904647
*GET _SSMODE FROM ACTI ITEM=SOLU SSMM VALUE= 2.00000000
*GET _NDOFS FROM ACTI ITEM=SOLU NDOF VALUE= 12529.0000
*GET _SOL_END_TIME FROM ACTI ITEM=SET TIME VALUE= 4.00000000
*IF _sol_end_time ( = 4.00000 ) EQ
4.000000 ( = 4.00000 ) THEN
/FCLEAN COMMAND REMOVING ALL LOCAL FILES
*ENDIF
--- Total number of nodes = 6377
--- Total number of elements = 6497
--- Element load balance ratio = 1.03793532
--- Time to combine distributed files = 1.07904647
--- Sparse memory mode = 2
--- Number of DOF = 12529
EXIT MAPDL WITHOUT SAVING DATABASE
NUMBER OF WARNING MESSAGES ENCOUNTERED= 4
NUMBER OF ERROR MESSAGES ENCOUNTERED= 0
+--------------------- M A P D L S T A T I S T I C S ------------------------+
Release: 2024 R1 Build: 24.1 Update: UP20231106 Platform: LINUX x64
Date Run: 05/06/2024 Time: 09:00 Process ID: 8146
Operating System: Ubuntu 20.04.6 LTS
Processor Model: AMD EPYC 7763 64-Core Processor
Compiler: Intel(R) Fortran Compiler Classic Version 2021.9 (Build: 20230302)
Intel(R) C/C++ Compiler Classic Version 2021.9 (Build: 20230302)
Intel(R) Math Kernel Library Version 2020.0.0 Product Build 20191122
BLAS Library supplied by AMD BLIS
Number of machines requested : 1
Total number of cores available : 8
Number of physical cores available : 4
Number of processes requested : 4
Number of threads per process requested : 1
Total number of cores requested : 4 (Distributed Memory Parallel)
MPI Type: INTELMPI
MPI Version: Intel(R) MPI Library 2021.10 for Linux* OS
GPU Acceleration: Not Requested
Job Name: file0
Input File: dummy.dat
Core Machine Name Working Directory
-----------------------------------------------------
0 d0781433be37 /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural
1 d0781433be37 /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural
2 d0781433be37 /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural
3 d0781433be37 /tmp/ANSYS.root.1/AnsysMechD91B/Project_Mech_Files/StaticStructural
Latency time from master to core 1 = 2.353 microseconds
Latency time from master to core 2 = 2.221 microseconds
Latency time from master to core 3 = 1.964 microseconds
Communication speed from master to core 1 = 9588.77 MB/sec
Communication speed from master to core 2 = 13824.49 MB/sec
Communication speed from master to core 3 = 15139.05 MB/sec
Total CPU time for main thread : 121.6 seconds
Total CPU time summed for all threads : 157.3 seconds
Elapsed time spent obtaining a license : 0.3 seconds
Elapsed time spent pre-processing model (/PREP7) : 1.2 seconds
Elapsed time spent solution - preprocessing : 0.9 seconds
Elapsed time spent computing solution : 117.3 seconds
Elapsed time spent solution - postprocessing : 1.1 seconds
Elapsed time spent post-processing model (/POST1) : 0.0 seconds
Equation solver used : Sparse (symmetric)
Equation solver computational rate : 12.8 Gflops
Equation solver effective I/O rate : 377.8 GB/sec
Sum of disk space used on all processes : 722.8 MB
Sum of memory used on all processes : 570.0 MB
Sum of memory allocated on all processes : 3002.0 MB
Physical memory available : 31 GB
Total amount of I/O written to disk : 1.5 GB
Total amount of I/O read from disk : 3.7 GB
+------------------ E N D M A P D L S T A T I S T I C S -------------------+
*-----------------------------------------------------------------------------*
| |
| RUN COMPLETED |
| |
|-----------------------------------------------------------------------------|
| |
| Ansys MAPDL 2024 R1 Build 24.1 UP20231106 LINUX x64 |
| |
|-----------------------------------------------------------------------------|
| |
| Database Requested(-db) 1024 MB Scratch Memory Requested 1024 MB |
| Max Database Used(Master) 7 MB Max Scratch Used(Master) 144 MB |
| Max Database Used(Workers) 1 MB Max Scratch Used(Workers) 139 MB |
| Sum Database Used(All) 10 MB Sum Scratch Used(All) 560 MB |
| |
|-----------------------------------------------------------------------------|
| |
| CP Time (sec) = 157.292 Time = 09:00:54 |
| Elapsed Time (sec) = 138.000 Date = 05/06/2024 |
| |
*-----------------------------------------------------------------------------*
Close mechanical#
Close the mechanical instance.
mechanical.exit()
Total running time of the script: (2 minutes 36.753 seconds)