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This is not a mesh. |
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# Copyright (c) 2018, Lehrstuhl fuer Angewandte Mechanik, Technische Universitaet Muenchen. | ||
# | ||
# Distributed under BSD-3-Clause License. See LICENSE-File for more information | ||
# | ||
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from unittest import TestCase | ||
import numpy as np | ||
from numpy.testing import assert_array_equal | ||
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from amfe.ui import * | ||
from amfe.component import MeshComponent | ||
from amfe.mesh import Mesh | ||
from amfe.material import Material | ||
from amfe.io.tools import amfe_dir | ||
from amfe.forces import * | ||
from amfe.neumann.structural_neumann import FixedDirectionNeumann, NormalFollowingNeumann | ||
from amfe.solver.translators import create_constrained_mechanical_system_from_component | ||
from amfe.solver import AmfeSolution | ||
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class TestUi(TestCase): | ||
def setUp(self): | ||
self.input_file_1 = amfe_dir('tests/meshes/2_partitions_2quad_mesh.msh') | ||
self.input_file_2 = amfe_dir('tests/meshes/gid_json_4_tets.json') | ||
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class DummyMaterial: | ||
def __init__(self, name): | ||
self.name = name | ||
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self.testmaterial = DummyMaterial('steel') | ||
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def tearDown(self): | ||
pass | ||
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def test_import_mesh_from_file(self): | ||
input_file_3 = amfe_dir('tests/meshes/not_a_mesh_for_testing.txt') | ||
testmesh_1 = import_mesh_from_file(self.input_file_1) | ||
testmesh_2 = import_mesh_from_file(self.input_file_2) | ||
# check if raises error for no valid mesh file | ||
self.assertRaises(ValueError, import_mesh_from_file, input_file_3) | ||
# check for correct import | ||
self.assertIsInstance(testmesh_1, Mesh) | ||
self.assertIsInstance(testmesh_2, Mesh) | ||
self.assertEqual(testmesh_1.no_of_elements, 2) | ||
self.assertEqual(testmesh_2.no_of_elements, 4) | ||
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def test_create_structural_component(self): | ||
testmesh_1 = import_mesh_from_file(self.input_file_1) | ||
testcomponent = create_structural_component(testmesh_1) | ||
self.assertIsInstance(testcomponent, MeshComponent) | ||
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def test_create_material(self): | ||
testmaterial_1 = create_material('Kirchhoff', E=210E9, nu=0.3, rho=7.86E3, | ||
plane_stress=True, thickness=0.1) | ||
testmaterial_2 = create_material('Kirchhoff') | ||
testmaterial_3 = create_material('MooneyRivlin', A10=0.3E3, A01=0.2E3, kappa=2E5, rho=0.95E3, | ||
plane_stress=False, thickness=2.0) | ||
testmaterial_4 = create_material('MooneyRivlin') | ||
self.assertIsInstance(testmaterial_1, Material) | ||
self.assertIsInstance(testmaterial_2, Material) | ||
self.assertIsInstance(testmaterial_3, Material) | ||
self.assertIsInstance(testmaterial_4, Material) | ||
self.assertRaises(ValueError, create_material, 'Not_a_material', E=210E9, nu=0.3, rho=7.86E3, | ||
plane_stress=True, thickness=0.1) | ||
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def test_assign_material_by_group(self): | ||
testmesh = import_mesh_from_file(self.input_file_1) | ||
testcomponent = create_structural_component(testmesh) | ||
# test for error-message when using wrong group-name | ||
self.assertRaises(ValueError, assign_material_by_group, testcomponent, self.testmaterial, 'not_a_group') | ||
# check if material successfully assigned | ||
assign_material_by_group(testcomponent, self.testmaterial, '1') | ||
material = testcomponent.get_materials() | ||
self.assertEqual(material[0], self.testmaterial) | ||
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def test_assign_material_by_elementids(self): | ||
testmesh = import_mesh_from_file(self.input_file_1) | ||
testcomponent = create_structural_component(testmesh) | ||
eleids1 = np.array([1, 2], dtype=int) | ||
assign_material_by_elementids(testcomponent, self.testmaterial, eleids1) | ||
# check if material successfully assigned | ||
eleids1_real = testcomponent.get_elementids_by_materials(self.testmaterial) | ||
assert_array_equal(eleids1, eleids1_real) | ||
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def test_set_dirichlet_by_group(self): | ||
testmesh = import_mesh_from_file(self.input_file_1) | ||
testcomponent = create_structural_component(testmesh) | ||
assign_material_by_group(testcomponent, self.testmaterial, '1') | ||
assign_material_by_group(testcomponent, self.testmaterial, '2') | ||
assign_material_by_group(testcomponent, self.testmaterial, '3') | ||
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# assign Dirichlet_ux and test | ||
group_name = '1' | ||
direction = 'ux' | ||
constraint_name = 'Dirichlet_ux' | ||
set_dirichlet_by_group(testcomponent, group_name, direction, constraint_name) | ||
self.assertEqual(testcomponent.constraints.no_of_constraints, 2) | ||
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# assign Dirichlet_uy and test | ||
group_name = '2' | ||
direction = 'uy' | ||
constraint_name = 'Dirichlet_uy' | ||
set_dirichlet_by_group(testcomponent, group_name, direction, constraint_name) | ||
self.assertEqual(testcomponent.constraints.no_of_constraints, 4) | ||
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def test_set_dirichlet_by_nodeids(self): | ||
testmesh = import_mesh_from_file(self.input_file_1) | ||
testcomponent = create_structural_component(testmesh) | ||
assign_material_by_group(testcomponent, self.testmaterial, '1') | ||
assign_material_by_group(testcomponent, self.testmaterial, '2') | ||
assign_material_by_group(testcomponent, self.testmaterial, '3') | ||
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# assign Dirichlet_ux | ||
nodeids = np.array([1, 2, 3]) | ||
direction = 'ux' | ||
constraint_name = 'Dirichlet_ux' | ||
set_dirichlet_by_nodeids(testcomponent, nodeids, direction, constraint_name) | ||
self.assertEqual(testcomponent.constraints.no_of_constraints, 3) | ||
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# assign Dirichlet_uy | ||
nodeids = np.array([4, 5, 6]) | ||
direction = 'ux' | ||
constraint_name = 'Dirichlet_uy' | ||
set_dirichlet_by_nodeids(testcomponent, nodeids, direction, constraint_name) | ||
self.assertEqual(testcomponent.constraints.no_of_constraints, 6) | ||
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def test_set_neumann_by_group(self): | ||
testmesh = import_mesh_from_file(self.input_file_1) | ||
testcomponent = create_structural_component(testmesh) | ||
assign_material_by_group(testcomponent, self.testmaterial, '1') | ||
assign_material_by_group(testcomponent, self.testmaterial, '2') | ||
assign_material_by_group(testcomponent, self.testmaterial, '3') | ||
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# assign Neumann-condition | ||
group_name = '1' | ||
direction_vector = np.array([0, 1]) | ||
neumann_name = 'Neumann0' | ||
force = constant_force(1.0) | ||
set_neumann_by_group(testcomponent, group_name, direction_vector, neumann_name=neumann_name, f=force) | ||
# test | ||
neumann_obj, fk_mesh, fk_mapping = testcomponent.neumann.get_ele_obj_fk_mesh_and_fk_mapping() | ||
self.assertIsInstance(neumann_obj[0], FixedDirectionNeumann) | ||
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def test_set_neumann_by_elementids(self): | ||
testmesh = import_mesh_from_file(self.input_file_1) | ||
testcomponent = create_structural_component(testmesh) | ||
assign_material_by_group(testcomponent, self.testmaterial, '1') | ||
assign_material_by_group(testcomponent, self.testmaterial, '2') | ||
assign_material_by_group(testcomponent, self.testmaterial, '3') | ||
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# assign Neumann-condition | ||
eleids1 = np.array([1, 2], dtype=int) | ||
direction_vector = np.array([0, 1]) | ||
neumann_name = 'Neumann0' | ||
force = constant_force(1.0) | ||
set_neumann_by_elementids(testcomponent, eleids1, direction_vector, neumann_name=neumann_name, f=force) | ||
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# assign Neumann-condition | ||
direction_vector = 'normal' | ||
neumann_name = 'Neumann1' | ||
force = constant_force(1.0) | ||
set_neumann_by_elementids(testcomponent, eleids1, direction_vector, following=True, neumann_name=neumann_name, | ||
f=force) | ||
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# test | ||
neumann_obj, fk_mesh, fk_mapping = testcomponent.neumann.get_ele_obj_fk_mesh_and_fk_mapping() | ||
self.assertIsInstance(neumann_obj[0], FixedDirectionNeumann) | ||
self.assertIsInstance(neumann_obj[2], NormalFollowingNeumann) | ||
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def test_solve_modes(self): | ||
testmesh_1 = import_mesh_from_file(self.input_file_1) | ||
testcomponent = create_structural_component(testmesh_1) | ||
testmaterial_1 = create_material('Kirchhoff', E=210E9, nu=0.3, rho=7.86E3, | ||
plane_stress=True, thickness=0.1) | ||
assign_material_by_group(testcomponent, testmaterial_1, '3') | ||
testsystem, testformulation = create_constrained_mechanical_system_from_component(testcomponent) | ||
modes = solve_modes(testsystem, testformulation, 10) | ||
self.assertIsInstance(modes, AmfeSolution) | ||
self.assertEqual(len(modes.t), 10) | ||
self.assertEqual(len(modes.ddq), 10) | ||
self.assertEqual(len(modes.dq), 10) | ||
self.assertEqual(len(modes.q), 10) |