FEM: unit test, add ccx canti faceload hexa20 writing
This commit is contained in:
@@ -170,6 +170,7 @@ SET(FemTestsFiles_SRCS
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SET(FemTestsCcx_SRCS
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femtest/data/ccx/__init__.py
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femtest/data/ccx/canti_ccx_faceload_hexa20.inp
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femtest/data/ccx/constraint_contact_shell_shell.FCStd
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femtest/data/ccx/constraint_contact_shell_shell.inp
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femtest/data/ccx/constraint_contact_solid_solid.FCStd
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@@ -125,6 +125,7 @@ gf()
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./bin/FreeCADCmd --run-test "femtest.app.test_femimport.TestObjectExistance.test_objects_existance"
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./bin/FreeCADCmd --run-test "femtest.app.test_ccxtools.TestCcxTools.test_freq_analysis"
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./bin/FreeCADCmd --run-test "femtest.app.test_ccxtools.TestCcxTools.test_static_analysis"
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./bin/FreeCADCmd --run-test "femtest.app.test_ccxtools.TestCcxTools.test_static_constraint_force_faceload_hexa20"
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./bin/FreeCADCmd --run-test "femtest.app.test_ccxtools.TestCcxTools.test_static_constraint_contact_shell_shell"
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./bin/FreeCADCmd --run-test "femtest.app.test_ccxtools.TestCcxTools.test_static_constraint_contact_solid_solid"
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./bin/FreeCADCmd --run-test "femtest.app.test_ccxtools.TestCcxTools.test_static_constraint_tie"
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@@ -173,6 +174,9 @@ unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.a
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import unittest
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unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.app.test_ccxtools.TestCcxTools.test_static_analysis"))
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import unittest
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unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.app.test_ccxtools.TestCcxTools.test_static_constraint_force_faceload_hexa20"))
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import unittest
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unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.app.test_ccxtools.TestCcxTools.test_static_constraint_contact_shell_shell"))
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@@ -132,6 +132,27 @@ class TestCcxTools(unittest.TestCase):
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res_obj_name=res_obj_name,
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)
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# ********************************************************************************************
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def test_static_constraint_force_faceload_hexa20(
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self
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):
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# set up
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from femexamples.ccx_cantilever_std import setup_cantileverhexa20faceload as setup
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setup(self.active_doc, "ccxtools")
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test_name = "canti ccx faceload hexa20"
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base_name = "canti_ccx_faceload_hexa20"
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analysis_dir = testtools.get_unit_test_tmp_dir(
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self.temp_dir,
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("FEM_" + base_name),
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)
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fcc_print(self.active_doc.Objects)
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# test input file writing
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self.input_file_writing_test(
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test_name=test_name,
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base_name=base_name,
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analysis_dir=analysis_dir,
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)
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# ********************************************************************************************
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def test_static_constraint_contact_shell_shell(
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self
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469
src/Mod/Fem/femtest/data/ccx/canti_ccx_faceload_hexa20.inp
Normal file
469
src/Mod/Fem/femtest/data/ccx/canti_ccx_faceload_hexa20.inp
Normal file
@@ -0,0 +1,469 @@
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** written by FreeCAD inp file writer for CalculiX,Abaqus meshes
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** highest dimension mesh elements only.
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** Nodes
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*Node, NSET=Nall
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1, -2.22e-13, 0, 1000
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2, 4.460492503132e-17, 0, 0
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3, 4.460492503132e-17, 1000, 0
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4, -2.22e-13, 1000, 1000
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5, 8000, 0, 1000
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6, 8000, 0, 1.818989403546e-12
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7, 8000, 1000, 1.818989403546e-12
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8, 8000, 1000, 1000
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9, -1.664888487687e-13, 0, 750
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10, -1.109776975375e-13, 0, 500
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11, -5.546654630623e-14, 0, 250
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12, 4.460492503132e-17, 250, 0
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13, 4.460492503132e-17, 500, 0
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14, 4.460492503132e-17, 750, 0
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15, -5.546654630623e-14, 1000, 250
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16, -1.109776975375e-13, 1000, 500
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17, -1.664888487687e-13, 1000, 750
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18, -2.22e-13, 750, 1000
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19, -2.22e-13, 500, 1000
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20, -2.22e-13, 250, 1000
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21, 8000, 0, 750
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22, 8000, 0, 500
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23, 8000, 0, 250
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24, 8000, 250, 1.818989403546e-12
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25, 8000, 500, 1.818989403546e-12
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26, 8000, 750, 1.818989403546e-12
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27, 8000, 1000, 250
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28, 8000, 1000, 500
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29, 8000, 1000, 750
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30, 8000, 750, 1000
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31, 8000, 500, 1000
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32, 8000, 250, 1000
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33, 500, 0, 1.136868377216e-13
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34, 1000, 0, 2.273736754432e-13
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35, 1500, 0, 3.410605131648e-13
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36, 2000, 0, 4.547473508865e-13
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37, 2500, 0, 5.684341886081e-13
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38, 3000, 0, 6.821210263297e-13
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39, 3500, 0, 7.958078640513e-13
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40, 4000, 0, 9.094947017729e-13
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41, 4500, 0, 1.023181539495e-12
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42, 5000, 0, 1.136868377216e-12
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43, 5500, 0, 1.250555214938e-12
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44, 6000, 0, 1.364242052659e-12
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45, 6500, 0, 1.477928890381e-12
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46, 7000, 0, 1.591615728103e-12
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47, 7500, 0, 1.705302565824e-12
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48, 7500, 0, 1000
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49, 7000, 0, 1000
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50, 6500, 0, 1000
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51, 6000, 0, 1000
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52, 5500, 0, 1000
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53, 5000, 0, 1000
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54, 4500, 0, 1000
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55, 4000, 0, 1000
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56, 3500, 0, 1000
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57, 3000, 0, 1000
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58, 2500, 0, 1000
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59, 2000, 0, 1000
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60, 1500, 0, 1000
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61, 1000, 0, 1000
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62, 500, 0, 1000
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63, 500, 1000, 1.136868377216e-13
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64, 1000, 1000, 2.273736754432e-13
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65, 1500, 1000, 3.410605131648e-13
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66, 2000, 1000, 4.547473508865e-13
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67, 2500, 1000, 5.684341886081e-13
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68, 3000, 1000, 6.821210263297e-13
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69, 3500, 1000, 7.958078640513e-13
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70, 4000, 1000, 9.094947017729e-13
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71, 4500, 1000, 1.023181539495e-12
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72, 5000, 1000, 1.136868377216e-12
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73, 5500, 1000, 1.250555214938e-12
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74, 6000, 1000, 1.364242052659e-12
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75, 6500, 1000, 1.477928890381e-12
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76, 7000, 1000, 1.591615728103e-12
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77, 7500, 1000, 1.705302565824e-12
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78, 500, 1000, 1000
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79, 1000, 1000, 1000
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80, 1500, 1000, 1000
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81, 2000, 1000, 1000
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82, 2500, 1000, 1000
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83, 3000, 1000, 1000
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84, 3500, 1000, 1000
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85, 4000, 1000, 1000
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86, 4500, 1000, 1000
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87, 5000, 1000, 1000
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88, 5500, 1000, 1000
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89, 6000, 1000, 1000
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90, 6500, 1000, 1000
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91, 7000, 1000, 1000
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92, 7500, 1000, 1000
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93, -1.109776975375e-13, 250, 500
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94, -1.664888487687e-13, 500, 750
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95, -1.109776975375e-13, 500, 500
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96, -5.546654630623e-14, 500, 250
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97, -1.109776975375e-13, 750, 500
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98, 8000, 250, 500
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99, 8000, 500, 750
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100, 8000, 500, 500
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101, 8000, 500, 250
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102, 8000, 750, 500
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103, 500, 0, 500
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104, 1000, 0, 750
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105, 1000, 0, 500
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106, 1000, 0, 250
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107, 1500, 0, 500
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108, 2000, 0, 750
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109, 2000, 0, 500
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110, 2000, 0, 250
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111, 2500, 0, 500
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112, 3000, 0, 750
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113, 3000, 0, 500
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114, 3000, 0, 250
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115, 3500, 0, 500
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116, 4000, 0, 750
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117, 4000, 0, 500
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118, 4000, 0, 250
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119, 4500, 0, 500
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120, 5000, 0, 750
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121, 5000, 0, 500
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122, 5000, 0, 250
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123, 5500, 0, 500
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124, 6000, 0, 750
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125, 6000, 0, 500
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126, 6000, 0, 250
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127, 6500, 0, 500
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128, 7000, 0, 750
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129, 7000, 0, 500
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130, 7000, 0, 250
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131, 7500, 0, 500
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132, 500, 500, 1.136868377216e-13
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133, 1000, 250, 2.273736754432e-13
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134, 1000, 500, 2.273736754432e-13
|
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135, 1000, 750, 2.273736754432e-13
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136, 1500, 500, 3.410605131648e-13
|
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137, 2000, 250, 4.547473508865e-13
|
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138, 2000, 500, 4.547473508865e-13
|
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139, 2000, 750, 4.547473508865e-13
|
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140, 2500, 500, 5.684341886081e-13
|
||||
141, 3000, 250, 6.821210263297e-13
|
||||
142, 3000, 500, 6.821210263297e-13
|
||||
143, 3000, 750, 6.821210263297e-13
|
||||
144, 3500, 500, 7.958078640513e-13
|
||||
145, 4000, 250, 9.094947017729e-13
|
||||
146, 4000, 500, 9.094947017729e-13
|
||||
147, 4000, 750, 9.094947017729e-13
|
||||
148, 4500, 500, 1.023181539495e-12
|
||||
149, 5000, 250, 1.136868377216e-12
|
||||
150, 5000, 500, 1.136868377216e-12
|
||||
151, 5000, 750, 1.136868377216e-12
|
||||
152, 5500, 500, 1.250555214938e-12
|
||||
153, 6000, 250, 1.364242052659e-12
|
||||
154, 6000, 500, 1.364242052659e-12
|
||||
155, 6000, 750, 1.364242052659e-12
|
||||
156, 6500, 500, 1.477928890381e-12
|
||||
157, 7000, 250, 1.591615728103e-12
|
||||
158, 7000, 500, 1.591615728103e-12
|
||||
159, 7000, 750, 1.591615728103e-12
|
||||
160, 7500, 500, 1.705302565824e-12
|
||||
161, 500, 1000, 500
|
||||
162, 1000, 1000, 250
|
||||
163, 1000, 1000, 500
|
||||
164, 1000, 1000, 750
|
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165, 1500, 1000, 500
|
||||
166, 2000, 1000, 250
|
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167, 2000, 1000, 500
|
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168, 2000, 1000, 750
|
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169, 2500, 1000, 500
|
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170, 3000, 1000, 250
|
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171, 3000, 1000, 500
|
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172, 3000, 1000, 750
|
||||
173, 3500, 1000, 500
|
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174, 4000, 1000, 250
|
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175, 4000, 1000, 500
|
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176, 4000, 1000, 750
|
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177, 4500, 1000, 500
|
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178, 5000, 1000, 250
|
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179, 5000, 1000, 500
|
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180, 5000, 1000, 750
|
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181, 5500, 1000, 500
|
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182, 6000, 1000, 250
|
||||
183, 6000, 1000, 500
|
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184, 6000, 1000, 750
|
||||
185, 6500, 1000, 500
|
||||
186, 7000, 1000, 250
|
||||
187, 7000, 1000, 500
|
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188, 7000, 1000, 750
|
||||
189, 7500, 1000, 500
|
||||
190, 500, 500, 1000
|
||||
191, 1000, 750, 1000
|
||||
192, 1000, 500, 1000
|
||||
193, 1000, 250, 1000
|
||||
194, 1500, 500, 1000
|
||||
195, 2000, 750, 1000
|
||||
196, 2000, 500, 1000
|
||||
197, 2000, 250, 1000
|
||||
198, 2500, 500, 1000
|
||||
199, 3000, 750, 1000
|
||||
200, 3000, 500, 1000
|
||||
201, 3000, 250, 1000
|
||||
202, 3500, 500, 1000
|
||||
203, 4000, 750, 1000
|
||||
204, 4000, 500, 1000
|
||||
205, 4000, 250, 1000
|
||||
206, 4500, 500, 1000
|
||||
207, 5000, 750, 1000
|
||||
208, 5000, 500, 1000
|
||||
209, 5000, 250, 1000
|
||||
210, 5500, 500, 1000
|
||||
211, 6000, 750, 1000
|
||||
212, 6000, 500, 1000
|
||||
213, 6000, 250, 1000
|
||||
214, 6500, 500, 1000
|
||||
215, 7000, 750, 1000
|
||||
216, 7000, 500, 1000
|
||||
217, 7000, 250, 1000
|
||||
218, 7500, 500, 1000
|
||||
219, 500, 500, 500
|
||||
220, 1000, 250, 500
|
||||
221, 1000, 500, 750
|
||||
222, 1000, 500, 500
|
||||
223, 1000, 500, 250
|
||||
224, 1000, 750, 500
|
||||
225, 1500, 500, 500
|
||||
226, 2000, 250, 500
|
||||
227, 2000, 500, 750
|
||||
228, 2000, 500, 500
|
||||
229, 2000, 500, 250
|
||||
230, 2000, 750, 500
|
||||
231, 2500, 500, 500
|
||||
232, 3000, 250, 500
|
||||
233, 3000, 500, 750
|
||||
234, 3000, 500, 500
|
||||
235, 3000, 500, 250
|
||||
236, 3000, 750, 500
|
||||
237, 3500, 500, 500
|
||||
238, 4000, 250, 500
|
||||
239, 4000, 500, 750
|
||||
240, 4000, 500, 500
|
||||
241, 4000, 500, 250
|
||||
242, 4000, 750, 500
|
||||
243, 4500, 500, 500
|
||||
244, 5000, 250, 500
|
||||
245, 5000, 500, 750
|
||||
246, 5000, 500, 500
|
||||
247, 5000, 500, 250
|
||||
248, 5000, 750, 500
|
||||
249, 5500, 500, 500
|
||||
250, 6000, 250, 500
|
||||
251, 6000, 500, 750
|
||||
252, 6000, 500, 500
|
||||
253, 6000, 500, 250
|
||||
254, 6000, 750, 500
|
||||
255, 6500, 500, 500
|
||||
256, 7000, 250, 500
|
||||
257, 7000, 500, 750
|
||||
258, 7000, 500, 500
|
||||
259, 7000, 500, 250
|
||||
260, 7000, 750, 500
|
||||
261, 7500, 500, 500
|
||||
|
||||
|
||||
** Volume elements
|
||||
*Element, TYPE=C3D20, ELSET=Evolumes
|
||||
1, 1, 10, 95, 19, 61, 105, 222, 192, 9, 93, 94, 20, 104, 220, 221,
|
||||
193, 62, 103, 219, 190,
|
||||
2, 10, 2, 13, 95, 105, 34, 134, 222, 11, 12, 96, 93, 106, 133, 223,
|
||||
220, 103, 33, 132, 219,
|
||||
3, 19, 95, 16, 4, 192, 222, 163, 79, 94, 97, 17, 18, 221, 224, 164,
|
||||
191, 190, 219, 161, 78,
|
||||
4, 95, 13, 3, 16, 222, 134, 64, 163, 96, 14, 15, 97, 223, 135, 162,
|
||||
224, 219, 132, 63, 161,
|
||||
5, 61, 105, 222, 192, 59, 109, 228, 196, 104, 220, 221, 193, 108, 226, 227,
|
||||
197, 60, 107, 225, 194,
|
||||
6, 105, 34, 134, 222, 109, 36, 138, 228, 106, 133, 223, 220, 110, 137, 229,
|
||||
226, 107, 35, 136, 225,
|
||||
7, 192, 222, 163, 79, 196, 228, 167, 81, 221, 224, 164, 191, 227, 230, 168,
|
||||
195, 194, 225, 165, 80,
|
||||
8, 222, 134, 64, 163, 228, 138, 66, 167, 223, 135, 162, 224, 229, 139, 166,
|
||||
230, 225, 136, 65, 165,
|
||||
9, 59, 109, 228, 196, 57, 113, 234, 200, 108, 226, 227, 197, 112, 232, 233,
|
||||
201, 58, 111, 231, 198,
|
||||
10, 109, 36, 138, 228, 113, 38, 142, 234, 110, 137, 229, 226, 114, 141, 235,
|
||||
232, 111, 37, 140, 231,
|
||||
11, 196, 228, 167, 81, 200, 234, 171, 83, 227, 230, 168, 195, 233, 236, 172,
|
||||
199, 198, 231, 169, 82,
|
||||
12, 228, 138, 66, 167, 234, 142, 68, 171, 229, 139, 166, 230, 235, 143, 170,
|
||||
236, 231, 140, 67, 169,
|
||||
13, 57, 113, 234, 200, 55, 117, 240, 204, 112, 232, 233, 201, 116, 238, 239,
|
||||
205, 56, 115, 237, 202,
|
||||
14, 113, 38, 142, 234, 117, 40, 146, 240, 114, 141, 235, 232, 118, 145, 241,
|
||||
238, 115, 39, 144, 237,
|
||||
15, 200, 234, 171, 83, 204, 240, 175, 85, 233, 236, 172, 199, 239, 242, 176,
|
||||
203, 202, 237, 173, 84,
|
||||
16, 234, 142, 68, 171, 240, 146, 70, 175, 235, 143, 170, 236, 241, 147, 174,
|
||||
242, 237, 144, 69, 173,
|
||||
17, 55, 117, 240, 204, 53, 121, 246, 208, 116, 238, 239, 205, 120, 244, 245,
|
||||
209, 54, 119, 243, 206,
|
||||
18, 117, 40, 146, 240, 121, 42, 150, 246, 118, 145, 241, 238, 122, 149, 247,
|
||||
244, 119, 41, 148, 243,
|
||||
19, 204, 240, 175, 85, 208, 246, 179, 87, 239, 242, 176, 203, 245, 248, 180,
|
||||
207, 206, 243, 177, 86,
|
||||
20, 240, 146, 70, 175, 246, 150, 72, 179, 241, 147, 174, 242, 247, 151, 178,
|
||||
248, 243, 148, 71, 177,
|
||||
21, 53, 121, 246, 208, 51, 125, 252, 212, 120, 244, 245, 209, 124, 250, 251,
|
||||
213, 52, 123, 249, 210,
|
||||
22, 121, 42, 150, 246, 125, 44, 154, 252, 122, 149, 247, 244, 126, 153, 253,
|
||||
250, 123, 43, 152, 249,
|
||||
23, 208, 246, 179, 87, 212, 252, 183, 89, 245, 248, 180, 207, 251, 254, 184,
|
||||
211, 210, 249, 181, 88,
|
||||
24, 246, 150, 72, 179, 252, 154, 74, 183, 247, 151, 178, 248, 253, 155, 182,
|
||||
254, 249, 152, 73, 181,
|
||||
25, 51, 125, 252, 212, 49, 129, 258, 216, 124, 250, 251, 213, 128, 256, 257,
|
||||
217, 50, 127, 255, 214,
|
||||
26, 125, 44, 154, 252, 129, 46, 158, 258, 126, 153, 253, 250, 130, 157, 259,
|
||||
256, 127, 45, 156, 255,
|
||||
27, 212, 252, 183, 89, 216, 258, 187, 91, 251, 254, 184, 211, 257, 260, 188,
|
||||
215, 214, 255, 185, 90,
|
||||
28, 252, 154, 74, 183, 258, 158, 76, 187, 253, 155, 182, 254, 259, 159, 186,
|
||||
260, 255, 156, 75, 185,
|
||||
29, 49, 129, 258, 216, 5, 22, 100, 31, 128, 256, 257, 217, 21, 98, 99,
|
||||
32, 48, 131, 261, 218,
|
||||
30, 129, 46, 158, 258, 22, 6, 25, 100, 130, 157, 259, 256, 23, 24, 101,
|
||||
98, 131, 47, 160, 261,
|
||||
31, 216, 258, 187, 91, 31, 100, 28, 8, 257, 260, 188, 215, 99, 102, 29,
|
||||
30, 218, 261, 189, 92,
|
||||
32, 258, 158, 76, 187, 100, 25, 7, 28, 259, 159, 186, 260, 101, 26, 27,
|
||||
102, 261, 160, 77, 189,
|
||||
|
||||
** Define element set Eall
|
||||
*ELSET, ELSET=Eall
|
||||
Evolumes
|
||||
|
||||
|
||||
|
||||
***********************************************************
|
||||
** Element sets for materials and FEM element type (solid, shell, beam, fluid)
|
||||
** written by write_element_sets_material_and_femelement_type function
|
||||
*ELSET,ELSET=FemMaterialSolid
|
||||
Evolumes
|
||||
|
||||
***********************************************************
|
||||
** Node sets for fixed constraint
|
||||
** written by write_node_sets_constraints_fixed function
|
||||
** ConstraintFixed
|
||||
*NSET,NSET=ConstraintFixed
|
||||
1,
|
||||
2,
|
||||
3,
|
||||
4,
|
||||
9,
|
||||
10,
|
||||
11,
|
||||
12,
|
||||
13,
|
||||
14,
|
||||
15,
|
||||
16,
|
||||
17,
|
||||
18,
|
||||
19,
|
||||
20,
|
||||
93,
|
||||
94,
|
||||
95,
|
||||
96,
|
||||
97,
|
||||
|
||||
***********************************************************
|
||||
** Materials
|
||||
** written by write_materials function
|
||||
** Young's modulus unit is MPa = N/mm2
|
||||
** FreeCAD material name: CalculiX-Steel
|
||||
** FemMaterial
|
||||
*MATERIAL, NAME=FemMaterial
|
||||
*ELASTIC
|
||||
210000, 0.300
|
||||
|
||||
***********************************************************
|
||||
** Sections
|
||||
** written by write_femelementsets function
|
||||
*SOLID SECTION, ELSET=FemMaterialSolid, MATERIAL=FemMaterial
|
||||
|
||||
***********************************************************
|
||||
** At least one step is needed to run an CalculiX analysis of FreeCAD
|
||||
** written by write_step_begin function
|
||||
*STEP
|
||||
*STATIC
|
||||
|
||||
|
||||
***********************************************************
|
||||
** Fixed Constraints
|
||||
** written by write_constraints_fixed function
|
||||
** ConstraintFixed
|
||||
*BOUNDARY
|
||||
ConstraintFixed,1
|
||||
ConstraintFixed,2
|
||||
ConstraintFixed,3
|
||||
|
||||
|
||||
***********************************************************
|
||||
** Node loads Constraints
|
||||
** written by write_constraints_force function
|
||||
*CLOAD
|
||||
** ConstraintForce
|
||||
** node loads on shape: Box:Face2
|
||||
5,3,1.8750000000000E+05
|
||||
6,3,1.8750000000000E+05
|
||||
7,3,1.8750000000000E+05
|
||||
8,3,1.8750000000000E+05
|
||||
21,3,-7.5000000000000E+05
|
||||
22,3,3.7500000000000E+05
|
||||
23,3,-7.5000000000000E+05
|
||||
24,3,-7.5000000000000E+05
|
||||
25,3,3.7500000000000E+05
|
||||
26,3,-7.5000000000000E+05
|
||||
27,3,-7.5000000000000E+05
|
||||
28,3,3.7500000000000E+05
|
||||
29,3,-7.5000000000000E+05
|
||||
30,3,-7.5000000000000E+05
|
||||
31,3,3.7500000000000E+05
|
||||
32,3,-7.5000000000000E+05
|
||||
98,3,-1.5000000000000E+06
|
||||
99,3,-1.5000000000000E+06
|
||||
100,3,7.5000000000000E+05
|
||||
101,3,-1.5000000000000E+06
|
||||
102,3,-1.5000000000000E+06
|
||||
|
||||
|
||||
|
||||
***********************************************************
|
||||
** Outputs --> frd file
|
||||
** written by write_outputs_types function
|
||||
*NODE FILE
|
||||
U
|
||||
*EL FILE
|
||||
S, E
|
||||
** outputs --> dat file
|
||||
** reaction forces for Constraint fixed
|
||||
*NODE PRINT, NSET=ConstraintFixed, TOTALS=ONLY
|
||||
RF
|
||||
|
||||
|
||||
***********************************************************
|
||||
** written by write_step_end function
|
||||
*END STEP
|
||||
|
||||
***********************************************************
|
||||
** CalculiX Input file
|
||||
** written by write_footer function
|
||||
** written by --> FreeCAD 0.19.19767 (Git)
|
||||
** written on --> Sun Mar 1 22:34:34 2020
|
||||
** file name --> CantilverHexa20FaceLoad.FCStd
|
||||
** analysis name --> Analysis
|
||||
**
|
||||
**
|
||||
**
|
||||
** Units
|
||||
**
|
||||
** Geometry (mesh data) --> mm
|
||||
** Materials (Young's modulus) --> N/mm2 = MPa
|
||||
** Loads (nodal loads) --> N
|
||||
**
|
||||
Reference in New Issue
Block a user