# *************************************************************************** # * Copyright (c) 2018 Bernd Hahnebach * # * * # * This file is part of the FreeCAD CAx development system. * # * * # * This program is free software; you can redistribute it and/or modify * # * it under the terms of the GNU Lesser General Public License (LGPL) * # * as published by the Free Software Foundation; either version 2 of * # * the License, or (at your option) any later version. * # * for detail see the LICENCE text file. * # * * # * This program is distributed in the hope that it will be useful, * # * but WITHOUT ANY WARRANTY; without even the implied warranty of * # * MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the * # * GNU Library General Public License for more details. * # * * # * You should have received a copy of the GNU Library General Public * # * License along with this program; if not, write to the Free Software * # * Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA 02111-1307 * # * USA * # * * # *************************************************************************** __title__ = "Results FEM unit tests" __author__ = "Bernd Hahnebach" __url__ = "https://www.freecad.org" import unittest from os.path import join import FreeCAD from . import support_utils as testtools from .support_utils import fcc_print class TestResult(unittest.TestCase): fcc_print("import TestResult") # ******************************************************************************************** def setUp(self): # setUp is executed before every test # new document self.document = FreeCAD.newDocument(self.__class__.__name__) # ******************************************************************************************** def tearDown(self): # tearDown is executed after every test FreeCAD.closeDocument(self.document.Name) # ******************************************************************************************** def test_00print(self): # since method name starts with 00 this will be run first # this test just prints a line with stars fcc_print( "\n{0}\n{1} run FEM TestResult tests {2}\n{0}".format(100 * "*", 10 * "*", 64 * "*") ) # ******************************************************************************************** def get_stress_values(self): # stress at node 4 of CalculiX cantilever face load stress = ( -4.52840e02, # Sxx -1.94075e02, # Syy -1.94075e02, # Szz 6.11223e01, # Sxy -2.60754e01, # Sxz 6.92759e-05, # Syz ) return stress # ******************************************************************************************** def test_stress_von_mises(self): expected_mises = 283.2082 from femresult.resulttools import calculate_von_mises as vm mises = vm(self.get_stress_values()) # fcc_print(round(mises, 4)) self.assertEqual( round(mises, 4), expected_mises, "Calculated von Mises stress is not the expected value.", ) # ******************************************************************************************** def test_stress_principal_std(self): expected_principal = (-178.0076, -194.0749, -468.9075, 145.4499) from femresult.resulttools import calculate_principal_stress_std as pr prin = pr(self.get_stress_values()) rounded_prin = (round(prin[0], 4), round(prin[1], 4), round(prin[2], 4), round(prin[3], 4)) # fcc_print(rounded_prin) self.assertEqual( rounded_prin, expected_principal, "Calculated principal stresses are not the expected values.", ) # ******************************************************************************************** def test_stress_principal_reinforced(self): expected_principal = (-178.0076, -194.0749, -468.9075, 145.4499) from femresult.resulttools import calculate_principal_stress_reinforced as prrc prin = prrc(self.get_stress_values()) rounded_prin = (round(prin[0], 4), round(prin[1], 4), round(prin[2], 4), round(prin[3], 4)) # fcc_print(rounded_prin) self.assertEqual( rounded_prin, expected_principal, "Calculated principal reinforced stresses are not the expected values.", ) # ******************************************************************************************** def test_rho(self): data = ( ( # Case1: Governing Eq.14 (2.000, -2.000, 5.000, 6.000, -4.000, 2.000), (0.02400, 0.00400, 0.01400), ), ( # Case2: Governing Eq.10+ (-3.000, -7.000, 0.000, 6.000, -4.000, 2.000), (0.00886, 0.00000, 0.00571), ), ( # Case3: Governing Eq.5 (-1.000, -7.000, 10.000, 0.000, 0.000, 5.000), (0.00000, 0.00000, 0.02714), ), ( # Case4: Governing Eq.13 (3.000, 0.000, 10.000, 0.000, 5.000, 0.000), (0.01600, 0.00000, 0.03000), ), ( # Case5: Governing Eq.11- (10.000, 7.000, -3.000, 3.000, 1.000, -2.000), (0.02533, 0.02133, 0.00000), ), ( # Case6: Governing Eq.14 (4.000, -7.000, 3.000, 7.000, 0.000, -5.000), (0.02200, 0.01000, 0.01600), ), ( # Case7: Governing Eq.14 (8.000, -14.000, 6.000, 14.000, 0.000, -10.000), (0.04400, 0.02000, 0.03200), ), ( # Case8: Governing Eq.17 (1.000, 0.000, 3.000, 10.000, -8.000, 7.000), (0.02486, 0.01750, 0.01720), ), ( # Case9: Governing Eq.13 (0.000, 0.000, 0.000, 10.000, 8.000, 7.000), (0.03600, 0.03400, 0.03000), ), ( # Case10: Governing Eq.13 (15.000, 0.000, 0.000, 0.000, 0.000, 0.000), (0.03000, 0.00000, 0.00000), ), ( # Case11: Governing Eq.13 (0.000, 0.000, 0.000, 5.000, 0.000, 0.000), (0.01000, 0.01000, 0.00000), ), ) from femresult.resulttools import calculate_rho as calrho for i, case in enumerate(data): res = calrho(case[0], 500) rhores = (round(res[0], 5), round(res[1], 5), round(res[2], 5)) # fcc_print("Case{}: {}".format(i + 1 , rhores)) self.assertEqual(rhores, case[1], f"Calculated rho are not the expected Case{i + 1}.") # ******************************************************************************************** def test_disp_abs(self): expected_dispabs = 87.302986 # x, y, z at node 4 of CalculiX cantilever face load disp_xyz = [FreeCAD.Vector(8.12900e00, 3.38889e-02, -8.69237e01)] from femresult.resulttools import calculate_disp_abs as dp disp_abs = round(dp(disp_xyz)[0], 6) # fcc_print(disp_abs) self.assertEqual( disp_abs, expected_dispabs, "Calculated displacement abs are not the expected values." )