.. DO NOT EDIT. .. THIS FILE WAS AUTOMATICALLY GENERATED BY SPHINX-GALLERY. .. TO MAKE CHANGES, EDIT THE SOURCE PYTHON FILE: .. "examples/technology_showcase/example_05_td_026.py" .. LINE NUMBERS ARE GIVEN BELOW. .. only:: html .. note:: :class: sphx-glr-download-link-note :ref:`Go to the end ` to download the full example code. .. rst-class:: sphx-glr-example-title .. _sphx_glr_examples_technology_showcase_example_05_td_026.py: .. _ref_example_05_td_026: Nonlinear Analysis of a Rubber Boot Seal Model ---------------------------------------------- This example demonstrates a nonlinear 3D analysis of a rubber boot seal to: - Create a rigid-flexible contact pair between a rigid shaft and a rubber boot part. - Specify ramped effects using the On Gauss Point Detection Method to update contact stiffness at each iteration. - Specify contact pairs at the inner and outer surfaces of the rubber boot. - Specify non-ramped effects using the Nodal-Projected Normal From Contact Detection Method to update contact stiffness at each iteration. .. GENERATED FROM PYTHON SOURCE LINES 18-20 Import necessary libraries ~~~~~~~~~~~~~~~~~~~~~~~~~~ .. GENERATED FROM PYTHON SOURCE LINES 20-27 .. code-block:: Python 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 .. GENERATED FROM PYTHON SOURCE LINES 28-33 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. .. GENERATED FROM PYTHON SOURCE LINES 33-37 .. code-block:: Python mechanical = launch_mechanical(batch=True, cleanup_on_exit=False) print(mechanical) .. rst-class:: sphx-glr-script-out .. code-block:: none Ansys Mechanical [Ansys Mechanical Enterprise] Product Version:242 Software build date: 06/03/2024 09:35:09 .. GENERATED FROM PYTHON SOURCE LINES 38-42 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. .. GENERATED FROM PYTHON SOURCE LINES 42-46 .. code-block:: Python project_directory = mechanical.project_directory print(f"project directory = {project_directory}") .. rst-class:: sphx-glr-script-out .. code-block:: none project directory = /tmp/ANSYS.root.1/AnsysMech6B04/Project_Mech_Files/ .. GENERATED FROM PYTHON SOURCE LINES 47-50 Download required geometry file ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Download the required file. Print the file path for the geometry file. .. GENERATED FROM PYTHON SOURCE LINES 50-65 .. code-block:: Python geometry_path = download_file( "example_05_td26_Rubber_Boot_Seal.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}'") .. rst-class:: sphx-glr-script-out .. code-block:: none Downloaded the geometry file to: /home/runner/.local/share/ansys_mechanical_core/examples/example_05_td26_Rubber_Boot_Seal.agdb Uploading example_05_td26_Rubber_Boot_Seal.agdb to dns:///127.0.0.1:10000:/tmp/ANSYS.root.1/AnsysMech6B04/Project_Mech_Files/.: 0%| | 0.00/3.02M [00:00>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 60 SOLID185 0.005 0.000078 2 60 SOLID185 0.005 0.000079 3 100 SOLID185 0.008 0.000079 4 80 SOLID185 0.006 0.000080 5 100 SOLID185 0.008 0.000082 6 60 SOLID185 0.005 0.000087 7 80 SOLID185 0.007 0.000089 8 60 SOLID185 0.005 0.000088 9 80 SOLID185 0.007 0.000086 10 60 SOLID185 0.005 0.000087 11 100 SOLID185 0.009 0.000087 12 60 SOLID185 0.005 0.000088 13 80 SOLID185 0.007 0.000089 14 80 SOLID185 0.007 0.000084 15 260 SOLID185 0.021 0.000080 16 60 SOLID185 0.005 0.000080 17 60 SOLID185 0.005 0.000080 18 100 SOLID185 0.008 0.000080 19 80 SOLID185 0.006 0.000080 20 100 SOLID185 0.008 0.000084 21 60 SOLID185 0.005 0.000090 22 80 SOLID185 0.007 0.000088 23 60 SOLID185 0.005 0.000087 24 80 SOLID185 0.007 0.000091 25 60 SOLID185 0.006 0.000095 26 100 SOLID185 0.009 0.000087 27 60 SOLID185 0.005 0.000088 28 80 SOLID185 0.007 0.000087 29 80 SOLID185 0.007 0.000088 30 260 SOLID185 0.021 0.000082 31 1 MASS21 0.000 0.000017 32 595 CONTA174 0.026 0.000043 34 1320 CONTA174 0.023 0.000017 36 1320 CONTA174 0.024 0.000018 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 60 SOLID185 0.000 0.000003 2 60 SOLID185 0.000 0.000004 3 100 SOLID185 0.000 0.000003 4 80 SOLID185 0.000 0.000003 5 100 SOLID185 0.000 0.000003 6 60 SOLID185 0.000 0.000003 7 80 SOLID185 0.000 0.000003 8 60 SOLID185 0.000 0.000003 9 80 SOLID185 0.000 0.000003 10 60 SOLID185 0.000 0.000003 11 100 SOLID185 0.000 0.000003 12 60 SOLID185 0.000 0.000003 13 80 SOLID185 0.000 0.000003 14 80 SOLID185 0.000 0.000003 15 260 SOLID185 0.001 0.000003 16 60 SOLID185 0.000 0.000003 17 60 SOLID185 0.000 0.000004 18 100 SOLID185 0.000 0.000003 19 80 SOLID185 0.000 0.000004 20 100 SOLID185 0.000 0.000003 21 60 SOLID185 0.000 0.000004 22 80 SOLID185 0.000 0.000003 23 60 SOLID185 0.000 0.000003 24 80 SOLID185 0.000 0.000003 25 60 SOLID185 0.000 0.000004 26 100 SOLID185 0.000 0.000003 27 60 SOLID185 0.000 0.000003 28 80 SOLID185 0.000 0.000003 29 80 SOLID185 0.000 0.000004 30 260 SOLID185 0.001 0.000004 31 1 MASS21 0.000 0.000002 32 595 CONTA174 0.002 0.000003 34 1320 CONTA174 0.003 0.000002 36 1320 CONTA174 0.003 0.000002 *** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 4 *** TIME = 0.333333E-01 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.3030 CRITERION= 0.2194E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr001 DISP CONVERGENCE VALUE = 0.9663E-02 CRITERION= 0.3394E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9663E-02 DISP CONVERGENCE VALUE = 0.9663E-02 CRITERION= 0.3394E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9663E-02 FORCE CONVERGENCE VALUE = 0.3089E-01 CRITERION= 0.2139E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1781E-02 DISP CONVERGENCE VALUE = 0.1781E-02 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1781E-02 FORCE CONVERGENCE VALUE = 0.3383E-02 CRITERION= 0.2176E-01 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 2 COMPLETED. CUM ITER = 6 *** TIME = 0.666667E-01 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.2790 CRITERION= 0.3274E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.2495E-02 CRITERION= 0.3394E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2495E-02 DISP CONVERGENCE VALUE = 0.2495E-02 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2495E-02 FORCE CONVERGENCE VALUE = 0.4428E-02 CRITERION= 0.3277E-01 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 3 COMPLETED. CUM ITER = 7 *** TIME = 0.100000 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.2890 CRITERION= 0.4387E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 0.1968E-02 CRITERION= 0.3394E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1968E-02 DISP CONVERGENCE VALUE = 0.1968E-02 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1968E-02 FORCE CONVERGENCE VALUE = 0.5312E-02 CRITERION= 0.4367E-01 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 4 COMPLETED. CUM ITER = 8 *** TIME = 0.133333 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.3360 CRITERION= 0.6214E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.6747E-02 CRITERION= 0.3394E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6747E-02 DISP CONVERGENCE VALUE = 0.4292E-02 CRITERION= 0.3394E-02 LINE SEARCH PARAMETER = 0.6362 SCALED MAX DOF INC = -0.4292E-02 FORCE CONVERGENCE VALUE = 0.1042 CRITERION= 0.5522E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2072E-02 DISP CONVERGENCE VALUE = 0.2072E-02 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2072E-02 FORCE CONVERGENCE VALUE = 0.9313E-02 CRITERION= 0.5539E-01 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 5 COMPLETED. CUM ITER = 10 *** TIME = 0.166667 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.3653 CRITERION= 0.7345E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.5971E-02 CRITERION= 0.3394E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5971E-02 DISP CONVERGENCE VALUE = 0.3728E-02 CRITERION= 0.3394E-02 LINE SEARCH PARAMETER = 0.6243 SCALED MAX DOF INC = -0.3728E-02 FORCE CONVERGENCE VALUE = 0.1234 CRITERION= 0.6715E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1446E-02 DISP CONVERGENCE VALUE = 0.1419E-02 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.9812 SCALED MAX DOF INC = 0.1419E-02 FORCE CONVERGENCE VALUE = 0.7693E-02 CRITERION= 0.6730E-01 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 6 COMPLETED. CUM ITER = 12 *** TIME = 0.200000 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.3730 CRITERION= 0.8049E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 0.1552E-02 CRITERION= 0.3394E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1552E-02 DISP CONVERGENCE VALUE = 0.1177E-02 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7584 SCALED MAX DOF INC = -0.1177E-02 FORCE CONVERGENCE VALUE = 0.9100E-01 CRITERION= 0.7869E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5262E-03 DISP CONVERGENCE VALUE = 0.3767E-03 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7158 SCALED MAX DOF INC = 0.3767E-03 FORCE CONVERGENCE VALUE = 0.2577E-01 CRITERION= 0.7918E-01 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 7 COMPLETED. CUM ITER = 14 *** TIME = 0.233333 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.4241 CRITERION= 0.9252E-01 Writing NEWTON-RAPHSON residual forces to file: file.nr001 DISP CONVERGENCE VALUE = 0.1486E-02 CRITERION= 0.3394E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1486E-02 DISP CONVERGENCE VALUE = 0.1361E-02 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.9161 SCALED MAX DOF INC = -0.1361E-02 FORCE CONVERGENCE VALUE = 0.3508E-01 CRITERION= 0.9105E-01 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 8 COMPLETED. CUM ITER = 15 *** TIME = 0.266667 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.4295 CRITERION= 0.1041 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.6119E-03 CRITERION= 0.3394E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6119E-03 DISP CONVERGENCE VALUE = 0.6119E-03 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6119E-03 FORCE CONVERGENCE VALUE = 0.1857E-01 CRITERION= 0.1041 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 9 COMPLETED. CUM ITER = 16 *** TIME = 0.300000 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.3648 CRITERION= 0.1176 Writing NEWTON-RAPHSON residual forces to file: file.nr001 DISP CONVERGENCE VALUE = 0.2102E-02 CRITERION= 0.3394E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2102E-02 DISP CONVERGENCE VALUE = 0.1931E-02 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.9187 SCALED MAX DOF INC = -0.1931E-02 FORCE CONVERGENCE VALUE = 0.2906E-01 CRITERION= 0.1156 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 10 COMPLETED. CUM ITER = 17 *** TIME = 0.333333 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.4710 CRITERION= 0.1265 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.1154E-02 CRITERION= 0.3394E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1154E-02 DISP CONVERGENCE VALUE = 0.8353E-03 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7240 SCALED MAX DOF INC = 0.8353E-03 FORCE CONVERGENCE VALUE = 0.1313 CRITERION= 0.1290 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1002E-02 DISP CONVERGENCE VALUE = 0.8221E-03 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.8205 SCALED MAX DOF INC = 0.8221E-03 FORCE CONVERGENCE VALUE = 0.2294E-01 CRITERION= 0.1278 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 11 COMPLETED. CUM ITER = 19 *** TIME = 0.366667 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.4346 CRITERION= 0.1394 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 0.2894E-03 CRITERION= 0.3394E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2894E-03 DISP CONVERGENCE VALUE = 0.2619E-03 CRITERION= 0.3394E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.9050 SCALED MAX DOF INC = -0.2619E-03 FORCE CONVERGENCE VALUE = 0.5248E-01 CRITERION= 0.1413 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 12 COMPLETED. CUM ITER = 20 *** TIME = 0.400000 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.4762 CRITERION= 0.1540 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.1739E-02 CRITERION= 0.3397E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1739E-02 DISP CONVERGENCE VALUE = 0.1739E-02 CRITERION= 0.3397E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1739E-02 FORCE CONVERGENCE VALUE = 0.1280E-01 CRITERION= 0.1525 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 13 COMPLETED. CUM ITER = 21 *** TIME = 0.433333 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.3896 CRITERION= 0.1628 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 0.1274E-02 CRITERION= 0.3397E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1274E-02 DISP CONVERGENCE VALUE = 0.8411E-03 CRITERION= 0.3397E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6602 SCALED MAX DOF INC = 0.8411E-03 FORCE CONVERGENCE VALUE = 0.1322 CRITERION= 0.1652 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 14 COMPLETED. CUM ITER = 22 *** TIME = 0.466667 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 16 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.6946 CRITERION= 0.1774 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.1552E-02 CRITERION= 0.3397E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1552E-02 DISP CONVERGENCE VALUE = 0.1552E-02 CRITERION= 0.3397E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1552E-02 THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.3851E-01 CRITERION= 0.1777 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 15 COMPLETED. CUM ITER = 23 *** TIME = 0.500000 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 40 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.3005 CRITERION= 0.1891 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 0.9407E-03 CRITERION= 0.3403E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9407E-03 DISP CONVERGENCE VALUE = 0.9407E-03 CRITERION= 0.3403E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9407E-03 THERE IS TOO MUCH PENETRATION AT 37 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2155E-01 CRITERION= 0.1892 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4656E-03 DISP CONVERGENCE VALUE = 0.3087E-03 CRITERION= 0.3411E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6631 SCALED MAX DOF INC = -0.3087E-03 THERE IS TOO MUCH PENETRATION AT 36 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2942E-02 CRITERION= 0.1884 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2323E-03 DISP CONVERGENCE VALUE = 0.1162E-04 CRITERION= 0.3411E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1162E-04 THERE IS TOO MUCH PENETRATION AT 36 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.8080 CRITERION= 0.2020 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2360E-01 DISP CONVERGENCE VALUE = 0.1766E-01 CRITERION= 0.3998E-02 LINE SEARCH PARAMETER = 0.7484 SCALED MAX DOF INC = -0.1766E-01 FORCE CONVERGENCE VALUE = 0.2071 CRITERION= 0.1822 Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5343E-02 DISP CONVERGENCE VALUE = 0.3882E-02 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7265 SCALED MAX DOF INC = 0.3882E-02 FORCE CONVERGENCE VALUE = 0.5116E-01 CRITERION= 0.1900 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 16 COMPLETED. CUM ITER = 28 *** TIME = 0.533333 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.8303 CRITERION= 0.1920 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.2075E-01 CRITERION= 0.3998E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2075E-01 DISP CONVERGENCE VALUE = 0.1572E-01 CRITERION= 0.3998E-02 LINE SEARCH PARAMETER = 0.7576 SCALED MAX DOF INC = -0.1572E-01 THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.1669 CRITERION= 0.2064 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3441E-02 DISP CONVERGENCE VALUE = 0.2644E-02 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7684 SCALED MAX DOF INC = 0.2644E-02 FORCE CONVERGENCE VALUE = 0.3959E-01 CRITERION= 0.2013 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 17 COMPLETED. CUM ITER = 30 *** TIME = 0.566667 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4906 CRITERION= 0.2120 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.4825E-02 CRITERION= 0.3998E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4825E-02 DISP CONVERGENCE VALUE = 0.3964E-02 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.8215 SCALED MAX DOF INC = 0.3964E-02 THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.9220E-01 CRITERION= 0.2149 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1004E-02 DISP CONVERGENCE VALUE = 0.7711E-03 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7684 SCALED MAX DOF INC = -0.7711E-03 THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2209E-01 CRITERION= 0.2134 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3733E-03 DISP CONVERGENCE VALUE = 0.1866E-04 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1866E-04 THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2009 CRITERION= 0.2147 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2027E-01 DISP CONVERGENCE VALUE = 0.1560E-01 CRITERION= 0.3998E-02 LINE SEARCH PARAMETER = 0.7694 SCALED MAX DOF INC = -0.1560E-01 FORCE CONVERGENCE VALUE = 0.1996 CRITERION= 0.2059 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4173E-02 DISP CONVERGENCE VALUE = 0.2675E-02 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6409 SCALED MAX DOF INC = 0.2675E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 18 COMPLETED. CUM ITER = 35 *** TIME = 0.600000 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 32 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4815 CRITERION= 0.2329 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.1293E-01 CRITERION= 0.3998E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1293E-01 DISP CONVERGENCE VALUE = 0.9711E-02 CRITERION= 0.3998E-02 LINE SEARCH PARAMETER = 0.7509 SCALED MAX DOF INC = 0.9711E-02 THERE IS TOO MUCH PENETRATION AT 16 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.1132 CRITERION= 0.2244 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4395E-02 DISP CONVERGENCE VALUE = 0.3602E-02 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.8196 SCALED MAX DOF INC = -0.3602E-02 THERE IS TOO MUCH PENETRATION AT 16 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2067E-01 CRITERION= 0.2256 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4270E-03 DISP CONVERGENCE VALUE = 0.4270E-03 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4270E-03 THERE IS TOO MUCH PENETRATION AT 16 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5711 CRITERION= 0.2322 Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1940E-01 DISP CONVERGENCE VALUE = 0.1681E-01 CRITERION= 0.3998E-02 LINE SEARCH PARAMETER = 0.8664 SCALED MAX DOF INC = -0.1681E-01 FORCE CONVERGENCE VALUE = 0.1164 CRITERION= 0.2223 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2352E-02 DISP CONVERGENCE VALUE = 0.1631E-02 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6933 SCALED MAX DOF INC = -0.1631E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 19 COMPLETED. CUM ITER = 40 *** TIME = 0.633333 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 15 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.6821 CRITERION= 0.2360 Writing NEWTON-RAPHSON residual forces to file: file.nr001 DISP CONVERGENCE VALUE = 0.1747E-01 CRITERION= 0.3998E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1747E-01 DISP CONVERGENCE VALUE = 0.1620E-01 CRITERION= 0.3998E-02 LINE SEARCH PARAMETER = 0.9273 SCALED MAX DOF INC = 0.1620E-01 THERE IS TOO MUCH PENETRATION AT 16 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.7670E-01 CRITERION= 0.2370 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1242E-02 DISP CONVERGENCE VALUE = 0.1128E-02 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.9080 SCALED MAX DOF INC = -0.1128E-02 THERE IS TOO MUCH PENETRATION AT 16 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.1114E-01 CRITERION= 0.2380 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2413E-03 DISP CONVERGENCE VALUE = 0.2413E-03 CRITERION= 0.3998E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2413E-03 THERE IS TOO MUCH PENETRATION AT 16 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5377 CRITERION= 0.2438 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2368E-01 DISP CONVERGENCE VALUE = 0.1816E-01 CRITERION= 0.4063E-02 LINE SEARCH PARAMETER = 0.7668 SCALED MAX DOF INC = -0.1816E-01 FORCE CONVERGENCE VALUE = 0.2202 CRITERION= 0.2299 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4517E-02 DISP CONVERGENCE VALUE = 0.3200E-02 CRITERION= 0.4077E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7085 SCALED MAX DOF INC = 0.3200E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 20 COMPLETED. CUM ITER = 45 *** TIME = 0.666667 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.6275 CRITERION= 0.2464 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 0.2060E-01 CRITERION= 0.4077E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2060E-01 DISP CONVERGENCE VALUE = 0.1625E-01 CRITERION= 0.4077E-02 LINE SEARCH PARAMETER = 0.7887 SCALED MAX DOF INC = -0.1625E-01 FORCE CONVERGENCE VALUE = 0.1723 CRITERION= 0.2557 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3193E-02 DISP CONVERGENCE VALUE = 0.2344E-02 CRITERION= 0.4077E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7342 SCALED MAX DOF INC = -0.2344E-02 FORCE CONVERGENCE VALUE = 0.3364E-01 CRITERION= 0.2500 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 21 COMPLETED. CUM ITER = 47 *** TIME = 0.700000 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5131 CRITERION= 0.2611 Writing NEWTON-RAPHSON residual forces to file: file.nr001 DISP CONVERGENCE VALUE = 0.4405E-02 CRITERION= 0.4077E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4405E-02 DISP CONVERGENCE VALUE = 0.3958E-02 CRITERION= 0.4077E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.8983 SCALED MAX DOF INC = -0.3958E-02 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.6150E-01 CRITERION= 0.2630 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8003E-03 DISP CONVERGENCE VALUE = 0.5628E-03 CRITERION= 0.4077E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7032 SCALED MAX DOF INC = -0.5628E-03 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.1621E-01 CRITERION= 0.2615 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3831E-03 DISP CONVERGENCE VALUE = 0.5054E-04 CRITERION= 0.4077E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.1319 SCALED MAX DOF INC = -0.5054E-04 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2029 CRITERION= 0.2629 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2135E-01 DISP CONVERGENCE VALUE = 0.1986E-01 CRITERION= 0.4217E-02 LINE SEARCH PARAMETER = 0.9302 SCALED MAX DOF INC = -0.1986E-01 FORCE CONVERGENCE VALUE = 0.3727E-01 CRITERION= 0.2604 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1752E-02 DISP CONVERGENCE VALUE = 0.1155E-02 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6593 SCALED MAX DOF INC = 0.1155E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 22 COMPLETED. CUM ITER = 52 *** TIME = 0.733333 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 8 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4883 CRITERION= 0.2730 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 0.2018E-01 CRITERION= 0.4227E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2018E-01 DISP CONVERGENCE VALUE = 0.1914E-01 CRITERION= 0.4227E-02 LINE SEARCH PARAMETER = 0.9485 SCALED MAX DOF INC = 0.1914E-01 THERE IS TOO MUCH PENETRATION AT 7 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2812E-01 CRITERION= 0.2731 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1737E-02 DISP CONVERGENCE VALUE = 0.1737E-02 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1737E-02 THERE IS TOO MUCH PENETRATION AT 7 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4122E-02 CRITERION= 0.2734 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1585E-03 DISP CONVERGENCE VALUE = 0.1585E-03 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1585E-03 THERE IS TOO MUCH PENETRATION AT 7 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.3237 CRITERION= 0.2762 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2212E-01 DISP CONVERGENCE VALUE = 0.1854E-01 CRITERION= 0.4227E-02 LINE SEARCH PARAMETER = 0.8385 SCALED MAX DOF INC = 0.1854E-01 FORCE CONVERGENCE VALUE = 0.1282 CRITERION= 0.2687 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2417E-02 DISP CONVERGENCE VALUE = 0.1460E-02 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6042 SCALED MAX DOF INC = 0.1460E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 23 COMPLETED. CUM ITER = 57 *** TIME = 0.766667 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 12 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5202 CRITERION= 0.2870 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.1780E-01 CRITERION= 0.4227E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1780E-01 DISP CONVERGENCE VALUE = 0.1657E-01 CRITERION= 0.4227E-02 LINE SEARCH PARAMETER = 0.9307 SCALED MAX DOF INC = -0.1657E-01 THERE IS TOO MUCH PENETRATION AT 12 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4449E-01 CRITERION= 0.2846 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1599E-02 DISP CONVERGENCE VALUE = 0.1496E-02 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.9356 SCALED MAX DOF INC = -0.1496E-02 THERE IS TOO MUCH PENETRATION AT 12 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4358E-02 CRITERION= 0.2852 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3930E-03 DISP CONVERGENCE VALUE = 0.3930E-03 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3930E-03 THERE IS TOO MUCH PENETRATION AT 12 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5621 CRITERION= 0.2914 Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1944E-01 DISP CONVERGENCE VALUE = 0.1617E-01 CRITERION= 0.4227E-02 LINE SEARCH PARAMETER = 0.8319 SCALED MAX DOF INC = -0.1617E-01 FORCE CONVERGENCE VALUE = 0.2018 CRITERION= 0.2780 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3758E-02 DISP CONVERGENCE VALUE = 0.2392E-02 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6364 SCALED MAX DOF INC = 0.2392E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 24 COMPLETED. CUM ITER = 62 *** TIME = 0.800000 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 9 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.6515 CRITERION= 0.2989 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.1751E-01 CRITERION= 0.4227E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1751E-01 DISP CONVERGENCE VALUE = 0.1578E-01 CRITERION= 0.4227E-02 LINE SEARCH PARAMETER = 0.9013 SCALED MAX DOF INC = 0.1578E-01 FORCE CONVERGENCE VALUE = 0.8993E-01 CRITERION= 0.2952 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2493E-02 DISP CONVERGENCE VALUE = 0.2051E-02 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.8227 SCALED MAX DOF INC = -0.2051E-02 FORCE CONVERGENCE VALUE = 0.1597E-01 CRITERION= 0.2972 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 25 COMPLETED. CUM ITER = 64 *** TIME = 0.833333 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 13 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4991 CRITERION= 0.3094 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.1495E-02 CRITERION= 0.4227E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1495E-02 DISP CONVERGENCE VALUE = 0.1428E-02 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.9554 SCALED MAX DOF INC = -0.1428E-02 THERE IS TOO MUCH PENETRATION AT 9 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4134E-01 CRITERION= 0.3072 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5492E-03 DISP CONVERGENCE VALUE = 0.3572E-03 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6504 SCALED MAX DOF INC = -0.3572E-03 THERE IS TOO MUCH PENETRATION AT 11 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.8428E-02 CRITERION= 0.3084 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1594E-03 DISP CONVERGENCE VALUE = 0.1594E-03 CRITERION= 0.4227E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1594E-03 THERE IS TOO MUCH PENETRATION AT 11 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5221 CRITERION= 0.3139 Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2402E-01 DISP CONVERGENCE VALUE = 0.2108E-01 CRITERION= 0.4276E-02 LINE SEARCH PARAMETER = 0.8775 SCALED MAX DOF INC = -0.2108E-01 FORCE CONVERGENCE VALUE = 0.1298 CRITERION= 0.3042 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2794E-02 DISP CONVERGENCE VALUE = 0.1843E-02 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6595 SCALED MAX DOF INC = 0.1843E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 26 COMPLETED. CUM ITER = 69 *** TIME = 0.866667 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.6527 CRITERION= 0.3205 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.2051E-01 CRITERION= 0.4303E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2051E-01 DISP CONVERGENCE VALUE = 0.1893E-01 CRITERION= 0.4303E-02 LINE SEARCH PARAMETER = 0.9230 SCALED MAX DOF INC = 0.1893E-01 THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.7581E-01 CRITERION= 0.3186 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2915E-02 DISP CONVERGENCE VALUE = 0.2595E-02 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.8902 SCALED MAX DOF INC = -0.2595E-02 THERE IS TOO MUCH PENETRATION AT 2 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.1355E-01 CRITERION= 0.3204 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8619E-03 DISP CONVERGENCE VALUE = 0.8619E-03 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8619E-03 THERE IS TOO MUCH PENETRATION AT 2 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.1556 CRITERION= 0.3211 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1035E-01 DISP CONVERGENCE VALUE = 0.8966E-02 CRITERION= 0.4303E-02 LINE SEARCH PARAMETER = 0.8662 SCALED MAX DOF INC = 0.8966E-02 FORCE CONVERGENCE VALUE = 0.6711E-01 CRITERION= 0.3176 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1138E-02 DISP CONVERGENCE VALUE = 0.7432E-03 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6533 SCALED MAX DOF INC = -0.7432E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 27 COMPLETED. CUM ITER = 74 *** TIME = 0.900000 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4987 CRITERION= 0.3335 Writing NEWTON-RAPHSON residual forces to file: file.nr001 DISP CONVERGENCE VALUE = 0.8299E-02 CRITERION= 0.4303E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8299E-02 DISP CONVERGENCE VALUE = 0.7602E-02 CRITERION= 0.4303E-02 LINE SEARCH PARAMETER = 0.9160 SCALED MAX DOF INC = -0.7602E-02 THERE IS TOO MUCH PENETRATION AT 2 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5255E-01 CRITERION= 0.3306 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1094E-02 DISP CONVERGENCE VALUE = 0.8570E-03 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.7836 SCALED MAX DOF INC = -0.8570E-03 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.9805E-02 CRITERION= 0.3316 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3437E-03 DISP CONVERGENCE VALUE = 0.3437E-03 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3437E-03 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2510 CRITERION= 0.3333 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1786E-01 DISP CONVERGENCE VALUE = 0.1645E-01 CRITERION= 0.4303E-02 LINE SEARCH PARAMETER = 0.9209 SCALED MAX DOF INC = -0.1645E-01 FORCE CONVERGENCE VALUE = 0.5849E-01 CRITERION= 0.3295 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1934E-02 DISP CONVERGENCE VALUE = 0.1222E-02 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6318 SCALED MAX DOF INC = 0.1222E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 28 COMPLETED. CUM ITER = 79 *** TIME = 0.933333 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 2 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5327 CRITERION= 0.3444 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 0.1615E-01 CRITERION= 0.4303E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1615E-01 DISP CONVERGENCE VALUE = 0.1478E-01 CRITERION= 0.4303E-02 LINE SEARCH PARAMETER = 0.9155 SCALED MAX DOF INC = 0.1478E-01 THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.7828E-01 CRITERION= 0.3407 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1703E-02 DISP CONVERGENCE VALUE = 0.1166E-02 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6845 SCALED MAX DOF INC = 0.1166E-02 THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.1613E-01 CRITERION= 0.3429 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 29 COMPLETED. CUM ITER = 81 *** TIME = 0.966667 TIME INC = 0.333333E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.33333E-01 UNCHANGED THERE IS TOO MUCH PENETRATION AT 5 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5211 CRITERION= 0.3551 Writing NEWTON-RAPHSON residual forces to file: file.nr001 DISP CONVERGENCE VALUE = 0.2693E-02 CRITERION= 0.4303E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2693E-02 DISP CONVERGENCE VALUE = 0.2392E-02 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.8881 SCALED MAX DOF INC = -0.2392E-02 THERE IS TOO MUCH PENETRATION AT 2 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.7183E-01 CRITERION= 0.3527 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6400E-03 DISP CONVERGENCE VALUE = 0.4234E-03 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6615 SCALED MAX DOF INC = 0.4234E-03 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2007E-01 CRITERION= 0.3541 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2703E-03 DISP CONVERGENCE VALUE = 0.2703E-03 CRITERION= 0.4303E-02 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2703E-03 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2084 CRITERION= 0.3555 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2409E-01 DISP CONVERGENCE VALUE = 0.1971E-01 CRITERION= 0.4303E-02 LINE SEARCH PARAMETER = 0.8182 SCALED MAX DOF INC = 0.1971E-01 FORCE CONVERGENCE VALUE = 0.1488 CRITERION= 0.3485 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2573E-02 DISP CONVERGENCE VALUE = 0.1577E-02 CRITERION= 0.4356E-02 <<< CONVERGED LINE SEARCH PARAMETER = 0.6130 SCALED MAX DOF INC = -0.1577E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 30 COMPLETED. CUM ITER = 86 *** TIME = 1.00000 TIME INC = 0.333333E-01 *** MAPDL BINARY FILE STATISTICS BUFFER SIZE USED= 16384 0.125 MB WRITTEN ON ELEMENT MATRIX FILE: file0.emat 13.312 MB WRITTEN ON ELEMENT SAVED DATA FILE: file0.esav 3.125 MB WRITTEN ON ASSEMBLED MATRIX FILE: file0.full 12.250 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 10 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 10 SUBSTEPS AS A MINIMUM TIME= 2.0000 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 -10 FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF -10 FOR ALL APPLICABLE ENTITIES WRITE EANG ITEMS TO THE DATABASE WITH A FREQUENCY OF -10 FOR ALL APPLICABLE ENTITIES WRITE ETMP ITEMS TO THE DATABASE WITH A FREQUENCY OF -10 FOR ALL APPLICABLE ENTITIES WRITE VENG ITEMS TO THE DATABASE WITH A FREQUENCY OF -10 FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF -10 FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF -10 FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF -10 FOR ALL APPLICABLE ENTITIES WRITE CONT ITEMS TO THE DATABASE WITH A FREQUENCY OF -10 FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF -10 FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NLDIAG: Nonlinear diagnostics NRRE option is set to ON. The number of files/iterations to be saved for NRRE nonlinear diagnostics has been set to 4 ***** MAPDL SOLVE COMMAND ***** *** NOTE *** CP = 60.654 TIME= 14:53:19 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 R2 24.2 *** Ansys Mechanical Enterprise 00000000 VERSION=LINUX x64 14:53:19 NOV 04, 2024 CP= 60.741 --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. . . . . . . . . . 2.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 10 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 10 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 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 -10 RSOL -10 EANG -10 ETMP -10 VENG -10 STRS -10 EPEL -10 EPPL -10 CONT -10 MISC -10 _ELMISC 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 = 0.2017E-01 CRITERION= 0.3538 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 1.000 CRITERION= 0.5000E-01 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.000 DISP CONVERGENCE VALUE = 0.5000E-01 CRITERION= 0.5000E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = -0.5000E-01 FORCE CONVERGENCE VALUE = 0.3547E-01 CRITERION= 0.3547 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9508 DISP CONVERGENCE VALUE = 0.9508 CRITERION= 0.5004E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9508 THERE IS TOO MUCH PENETRATION AT 14 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 10.75 CRITERION= 0.4014 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1519E-01 DISP CONVERGENCE VALUE = 0.1058E-01 CRITERION= 0.5012E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.6971 SCALED MAX DOF INC = -0.1058E-01 FORCE CONVERGENCE VALUE = 3.307 CRITERION= 0.3349 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1037E-01 DISP CONVERGENCE VALUE = 0.8372E-02 CRITERION= 0.5012E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8072 SCALED MAX DOF INC = 0.8372E-02 THERE IS TOO MUCH PENETRATION AT 7 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.6292 CRITERION= 0.3589 Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2786E-02 DISP CONVERGENCE VALUE = 0.2614E-02 CRITERION= 0.5012E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.9381 SCALED MAX DOF INC = -0.2614E-02 THERE IS TOO MUCH PENETRATION AT 6 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.5130E-01 CRITERION= 0.3579 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5437E-03 DISP CONVERGENCE VALUE = 0.3504E-03 CRITERION= 0.5012E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.6444 SCALED MAX DOF INC = 0.3504E-03 THERE IS TOO MUCH PENETRATION AT 8 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.1490E-01 CRITERION= 0.3592 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2298E-03 DISP CONVERGENCE VALUE = 0.2298E-03 CRITERION= 0.5012E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2298E-03 THERE IS TOO MUCH PENETRATION AT 8 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4153 CRITERION= 0.4272 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2393E-01 DISP CONVERGENCE VALUE = 0.1985E-01 CRITERION= 0.5032E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8297 SCALED MAX DOF INC = -0.1985E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 2 SUBSTEP 1 COMPLETED. CUM ITER = 94 *** TIME = 1.10000 TIME INC = 0.100000 *** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED FORCE CONVERGENCE VALUE = 24.07 CRITERION= 0.4370 Writing NEWTON-RAPHSON residual forces to file: file.nr002 DISP CONVERGENCE VALUE = 0.2250E-01 CRITERION= 0.5032E-01 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2250E-01 DISP CONVERGENCE VALUE = 0.1776E-01 CRITERION= 0.5032E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7894 SCALED MAX DOF INC = 0.1776E-01 FORCE CONVERGENCE VALUE = 5.306 CRITERION= 0.3069 Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2660E-01 DISP CONVERGENCE VALUE = 0.2025E-01 CRITERION= 0.5032E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7613 SCALED MAX DOF INC = 0.2025E-01 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 1.222 CRITERION= 0.3643 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3345E-02 DISP CONVERGENCE VALUE = 0.3270E-02 CRITERION= 0.5032E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.9775 SCALED MAX DOF INC = 0.3270E-02 FORCE CONVERGENCE VALUE = 0.7823E-01 CRITERION= 0.3618 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1199E-02 DISP CONVERGENCE VALUE = 0.1199E-02 CRITERION= 0.5032E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1199E-02 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.3363E-01 CRITERION= 0.3658 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7746E-03 DISP CONVERGENCE VALUE = 0.7746E-03 CRITERION= 0.5032E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7746E-03 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2421 CRITERION= 0.3660 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9756E-02 DISP CONVERGENCE VALUE = 0.8608E-02 CRITERION= 0.5032E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8824 SCALED MAX DOF INC = -0.8608E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 2 SUBSTEP 2 COMPLETED. CUM ITER = 100 *** TIME = 1.20000 TIME INC = 0.100000 *** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 24.31 CRITERION= 0.4580 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.2661E-01 CRITERION= 0.5053E-01 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2661E-01 DISP CONVERGENCE VALUE = 0.1996E-01 CRITERION= 0.5053E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7500 SCALED MAX DOF INC = 0.1996E-01 FORCE CONVERGENCE VALUE = 6.266 CRITERION= 0.3122 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2416E-01 DISP CONVERGENCE VALUE = 0.1961E-01 CRITERION= 0.5053E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8115 SCALED MAX DOF INC = 0.1961E-01 THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 1.155 CRITERION= 0.3709 Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3860E-02 DISP CONVERGENCE VALUE = 0.3498E-02 CRITERION= 0.5053E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.9062 SCALED MAX DOF INC = 0.3498E-02 FORCE CONVERGENCE VALUE = 0.1412 CRITERION= 0.3664 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1954E-02 DISP CONVERGENCE VALUE = 0.1954E-02 CRITERION= 0.5053E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1954E-02 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4328E-01 CRITERION= 0.3715 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1022E-02 DISP CONVERGENCE VALUE = 0.9672E-03 CRITERION= 0.5053E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.9465 SCALED MAX DOF INC = -0.9672E-03 THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 3 COMPLETED. CUM ITER = 105 *** TIME = 1.30000 TIME INC = 0.100000 *** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED THERE IS TOO MUCH PENETRATION AT 7 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 24.67 CRITERION= 0.4753 Writing NEWTON-RAPHSON residual forces to file: file.nr001 DISP CONVERGENCE VALUE = 0.3206E-01 CRITERION= 0.5079E-01 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3206E-01 DISP CONVERGENCE VALUE = 0.2343E-01 CRITERION= 0.5079E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7308 SCALED MAX DOF INC = -0.2343E-01 FORCE CONVERGENCE VALUE = 6.806 CRITERION= 0.3179 Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2304E-01 DISP CONVERGENCE VALUE = 0.2002E-01 CRITERION= 0.5079E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8692 SCALED MAX DOF INC = -0.2002E-01 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.8811 CRITERION= 0.3766 Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5022E-02 DISP CONVERGENCE VALUE = 0.4345E-02 CRITERION= 0.5079E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8651 SCALED MAX DOF INC = 0.4345E-02 THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.1447 CRITERION= 0.3722 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2265E-02 DISP CONVERGENCE VALUE = 0.2265E-02 CRITERION= 0.5079E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2265E-02 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.3574E-01 CRITERION= 0.3767 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9856E-03 DISP CONVERGENCE VALUE = 0.9856E-03 CRITERION= 0.5079E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9856E-03 THERE IS TOO MUCH PENETRATION AT 3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.2165 CRITERION= 0.3772 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1096E-01 DISP CONVERGENCE VALUE = 0.8875E-02 CRITERION= 0.5079E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8097 SCALED MAX DOF INC = -0.8875E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 2 SUBSTEP 4 COMPLETED. CUM ITER = 111 *** TIME = 1.40000 TIME INC = 0.100000 *** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED FORCE CONVERGENCE VALUE = 25.11 CRITERION= 0.4759 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.2700E-01 CRITERION= 0.5090E-01 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2700E-01 DISP CONVERGENCE VALUE = 0.2009E-01 CRITERION= 0.5090E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7439 SCALED MAX DOF INC = -0.2009E-01 FORCE CONVERGENCE VALUE = 6.648 CRITERION= 0.3171 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2594E-01 DISP CONVERGENCE VALUE = 0.2147E-01 CRITERION= 0.5090E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8276 SCALED MAX DOF INC = 0.2147E-01 THERE IS TOO MUCH PENETRATION AT 1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 1.122 CRITERION= 0.3826 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6505E-02 DISP CONVERGENCE VALUE = 0.5446E-02 CRITERION= 0.5090E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8372 SCALED MAX DOF INC = 0.5446E-02 FORCE CONVERGENCE VALUE = 0.2101 CRITERION= 0.3769 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3231E-02 DISP CONVERGENCE VALUE = 0.3231E-02 CRITERION= 0.5090E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3231E-02 THERE IS TOO MUCH PENETRATION AT 4 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 0.4635E-01 CRITERION= 0.3827 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1279E-02 DISP CONVERGENCE VALUE = 0.1045E-02 CRITERION= 0.5090E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8166 SCALED MAX DOF INC = -0.1045E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 5 COMPLETED. CUM ITER = 116 *** TIME = 1.50000 TIME INC = 0.100000 *** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED THERE IS TOO MUCH PENETRATION AT 10 CONTACT POINTS OF THE 3D CONTACT ELEMENTS FORCE CONVERGENCE VALUE = 25.84 CRITERION= 0.5520 Writing NEWTON-RAPHSON residual forces to file: file.nr004 DISP CONVERGENCE VALUE = 0.4051E-01 CRITERION= 0.5147E-01 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4051E-01 DISP CONVERGENCE VALUE = 0.2797E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.6904 SCALED MAX DOF INC = 0.2797E-01 FORCE CONVERGENCE VALUE = 8.086 CRITERION= 0.3312 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2545E-01 DISP CONVERGENCE VALUE = 0.2452E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.9636 SCALED MAX DOF INC = 0.2452E-01 FORCE CONVERGENCE VALUE = 0.3236 CRITERION= 0.3868 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8393E-02 DISP CONVERGENCE VALUE = 0.8393E-02 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8393E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 6 COMPLETED. CUM ITER = 119 *** TIME = 1.60000 TIME INC = 0.100000 *** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED FORCE CONVERGENCE VALUE = 26.31 CRITERION= 0.4753 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.2074E-01 CRITERION= 0.5147E-01 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2074E-01 DISP CONVERGENCE VALUE = 0.1635E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7882 SCALED MAX DOF INC = 0.1635E-01 FORCE CONVERGENCE VALUE = 5.952 CRITERION= 0.3151 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3501E-01 DISP CONVERGENCE VALUE = 0.2813E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8036 SCALED MAX DOF INC = 0.2813E-01 FORCE CONVERGENCE VALUE = 1.118 CRITERION= 0.3945 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1024E-01 DISP CONVERGENCE VALUE = 0.8888E-02 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8677 SCALED MAX DOF INC = 0.8888E-02 FORCE CONVERGENCE VALUE = 0.1883 CRITERION= 0.3889 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4317E-02 DISP CONVERGENCE VALUE = 0.4317E-02 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4317E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 2 SUBSTEP 7 COMPLETED. CUM ITER = 123 *** TIME = 1.70000 TIME INC = 0.100000 *** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED FORCE CONVERGENCE VALUE = 27.62 CRITERION= 0.5460 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.3367E-01 CRITERION= 0.5147E-01 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3367E-01 DISP CONVERGENCE VALUE = 0.2487E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7388 SCALED MAX DOF INC = 0.2487E-01 FORCE CONVERGENCE VALUE = 7.451 CRITERION= 0.3244 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3493E-01 DISP CONVERGENCE VALUE = 0.3156E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.9034 SCALED MAX DOF INC = 0.3156E-01 FORCE CONVERGENCE VALUE = 0.7238 CRITERION= 0.4000 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1305E-01 DISP CONVERGENCE VALUE = 0.1110E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8502 SCALED MAX DOF INC = 0.1110E-01 FORCE CONVERGENCE VALUE = 0.1419 CRITERION= 0.3959 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4450E-02 DISP CONVERGENCE VALUE = 0.4450E-02 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4450E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 2 SUBSTEP 8 COMPLETED. CUM ITER = 127 *** TIME = 1.80000 TIME INC = 0.100000 *** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED FORCE CONVERGENCE VALUE = 29.30 CRITERION= 0.5574 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.3328E-01 CRITERION= 0.5147E-01 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3328E-01 DISP CONVERGENCE VALUE = 0.2511E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7546 SCALED MAX DOF INC = 0.2511E-01 FORCE CONVERGENCE VALUE = 7.504 CRITERION= 0.3216 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4102E-01 DISP CONVERGENCE VALUE = 0.3642E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8877 SCALED MAX DOF INC = 0.3642E-01 FORCE CONVERGENCE VALUE = 0.8425 CRITERION= 0.4067 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1729E-01 DISP CONVERGENCE VALUE = 0.1454E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.8410 SCALED MAX DOF INC = 0.1454E-01 FORCE CONVERGENCE VALUE = 0.1814 CRITERION= 0.4007 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6814E-02 DISP CONVERGENCE VALUE = 0.6814E-02 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6814E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 2 SUBSTEP 9 COMPLETED. CUM ITER = 131 *** TIME = 1.90000 TIME INC = 0.100000 *** AUTO STEP TIME: NEXT TIME INC = 0.10000 UNCHANGED FORCE CONVERGENCE VALUE = 31.92 CRITERION= 0.5800 Writing NEWTON-RAPHSON residual forces to file: file.nr003 DISP CONVERGENCE VALUE = 0.3445E-01 CRITERION= 0.5147E-01 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3445E-01 DISP CONVERGENCE VALUE = 0.2643E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7672 SCALED MAX DOF INC = 0.2643E-01 FORCE CONVERGENCE VALUE = 7.815 CRITERION= 0.3188 Writing NEWTON-RAPHSON residual forces to file: file.nr004 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4621E-01 DISP CONVERGENCE VALUE = 0.3689E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7984 SCALED MAX DOF INC = 0.3689E-01 FORCE CONVERGENCE VALUE = 1.545 CRITERION= 0.4152 Writing NEWTON-RAPHSON residual forces to file: file.nr001 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2200E-01 DISP CONVERGENCE VALUE = 0.1642E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7461 SCALED MAX DOF INC = 0.1642E-01 FORCE CONVERGENCE VALUE = 0.5238 CRITERION= 0.3976 Writing NEWTON-RAPHSON residual forces to file: file.nr002 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1726E-01 DISP CONVERGENCE VALUE = 0.1350E-01 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 0.7820 SCALED MAX DOF INC = 0.1350E-01 FORCE CONVERGENCE VALUE = 0.1013 CRITERION= 0.4106 <<< CONVERGED Writing NEWTON-RAPHSON residual forces to file: file.nr003 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1772E-02 DISP CONVERGENCE VALUE = 0.1772E-02 CRITERION= 0.5147E-01 <<< CONVERGED LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1772E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 10 COMPLETED. CUM ITER = 136 *** TIME = 2.00000 TIME INC = 0.100000 **************************************************** *************** FINISHED SOLVE FOR LS 2 ************* *GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 14.8966667 PRINTOUT RESUMED BY /GOP FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 89.657 *** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R2 24.2 *** Ansys Mechanical Enterprise 00000000 VERSION=LINUX x64 14:53:48 NOV 04, 2024 CP= 89.659 --Static Structural ***** MAPDL RESULTS INTERPRETATION (POST1) ***** *** NOTE *** CP = 89.659 TIME= 14:53:48 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 = 89.662 PRINTOUT RESUMED BY /GOP *GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 14.8966667 PARAMETER _PREPTIME = 0.000000000 PARAMETER _SOLVTIME = 86.00000000 PARAMETER _POSTTIME = 0.000000000 PARAMETER _TOTALTIM = 86.00000000 *GET _DLBRATIO FROM ACTI ITEM=SOLU DLBR VALUE= 1.27537027 *GET _COMBTIME FROM ACTI ITEM=SOLU COMB VALUE= 0.202545178 *GET _SSMODE FROM ACTI ITEM=SOLU SSMM VALUE= 2.00000000 *GET _NDOFS FROM ACTI ITEM=SOLU NDOF VALUE= 12114.0000 *GET _SOL_END_TIME FROM ACTI ITEM=SET TIME VALUE= 2.00000000 *IF _sol_end_time ( = 2.00000 ) EQ 2.000000 ( = 2.00000 ) THEN /FCLEAN COMMAND REMOVING ALL LOCAL FILES *ENDIF --- Total number of nodes = 4254 --- Total number of elements = 12076 --- Element load balance ratio = 1.27537027 --- Time to combine distributed files = 0.202545178 --- Sparse memory mode = 2 --- Number of DOF = 12114 EXIT MAPDL WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED= 8 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0 +--------------------- M A P D L S T A T I S T I C S ------------------------+ Release: 2024 R2 Build: 24.2 Update: UP20240603 Platform: LINUX x64 Date Run: 11/04/2024 Time: 14:53 Process ID: 6532 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) AOCL-BLAS 4.2.1 Build 20240303 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 2021.11 for Linux* OS GPU Acceleration: Not Requested Job Name: file0 Input File: dummy.dat Core Machine Name Working Directory ----------------------------------------------------- 0 938793e4e167 /tmp/ANSYS.root.1/AnsysMech6B04/Project_Mech_Files/StaticStructural 1 938793e4e167 /tmp/ANSYS.root.1/AnsysMech6B04/Project_Mech_Files/StaticStructural 2 938793e4e167 /tmp/ANSYS.root.1/AnsysMech6B04/Project_Mech_Files/StaticStructural 3 938793e4e167 /tmp/ANSYS.root.1/AnsysMech6B04/Project_Mech_Files/StaticStructural Latency time from master to core 1 = 2.254 microseconds Latency time from master to core 2 = 2.241 microseconds Latency time from master to core 3 = 2.090 microseconds Communication speed from master to core 1 = 10372.65 MB/sec Communication speed from master to core 2 = 14690.28 MB/sec Communication speed from master to core 3 = 15501.88 MB/sec Total CPU time for main thread : 76.7 seconds Total CPU time summed for all threads : 89.9 seconds Elapsed time spent obtaining a license : 0.4 seconds Elapsed time spent pre-processing model (/PREP7) : 0.0 seconds Elapsed time spent solution - preprocessing : 1.0 seconds Elapsed time spent computing solution : 83.9 seconds Elapsed time spent solution - postprocessing : 0.2 seconds Elapsed time spent post-processing model (/POST1) : 0.0 seconds Equation solver used : Sparse (symmetric) Equation solver computational rate : 40.2 Gflops Equation solver effective I/O rate : 25.7 GB/sec Sum of disk space used on all processes : 220.3 MB Sum of memory used on all processes : 618.0 MB Sum of memory allocated on all processes : 2880.0 MB Physical memory available : 31 GB Total amount of I/O written to disk : 13.7 GB Total amount of I/O read from disk : 107.9 GB +------------------ E N D M A P D L S T A T I S T I C S -------------------+ *-----------------------------------------------------------------------------* | | | RUN COMPLETED | | | |-----------------------------------------------------------------------------| | | | Ansys MAPDL 2024 R2 Build 24.2 UP20240603 LINUX x64 | | | |-----------------------------------------------------------------------------| | | | Database Requested(-db) 1024 MB Scratch Memory Requested 1024 MB | | Max Database Used(Master) 20 MB Max Scratch Used(Master) 152 MB | | Max Database Used(Workers) 1 MB Max Scratch Used(Workers) 154 MB | | Sum Database Used(All) 23 MB Sum Scratch Used(All) 595 MB | | | |-----------------------------------------------------------------------------| | | | CP Time (sec) = 89.937 Time = 14:53:48 | | Elapsed Time (sec) = 88.000 Date = 11/04/2024 | | | *-----------------------------------------------------------------------------* .. GENERATED FROM PYTHON SOURCE LINES 431-434 Close mechanical ~~~~~~~~~~~~~~~~ Close the mechanical instance. .. GENERATED FROM PYTHON SOURCE LINES 434-436 .. code-block:: Python mechanical.exit() .. rst-class:: sphx-glr-timing **Total running time of the script:** (1 minutes 41.810 seconds) .. _sphx_glr_download_examples_technology_showcase_example_05_td_026.py: .. only:: html .. container:: sphx-glr-footer sphx-glr-footer-example .. container:: sphx-glr-download sphx-glr-download-jupyter :download:`Download Jupyter notebook: example_05_td_026.ipynb ` .. container:: sphx-glr-download sphx-glr-download-python :download:`Download Python source code: example_05_td_026.py ` .. container:: sphx-glr-download sphx-glr-download-zip :download:`Download zipped: example_05_td_026.zip ` .. only:: html .. rst-class:: sphx-glr-signature `Gallery generated by Sphinx-Gallery `_