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rAKA/test/test_model/test_solid_mechanics_model/CMakeLists.txt
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CMakeLists.txt
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#===============================================================================
# @file CMakeLists.txt
#
# @author Guillaume Anciaux <guillaume.anciaux@epfl.ch>
#
# @date creation: Fri Sep 03 2010
# @date last modification: Tue Jan 19 2016
#
# @brief configuratio for SolidMechanicsModel tests
#
# @section LICENSE
#
# Copyright (©) 2010-2012, 2014, 2015 EPFL (Ecole Polytechnique Fédérale de
# Lausanne) Laboratory (LSMS - Laboratoire de Simulation en Mécanique des
# Solides)
#
# Akantu is free software: you can redistribute it and/or modify it under the
# terms of the GNU Lesser General Public License as published by the Free
# Software Foundation, either version 3 of the License, or (at your option) any
# later version.
#
# Akantu 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 Lesser General Public License for more
# details.
#
# You should have received a copy of the GNU Lesser General Public License
# along with Akantu. If not, see <http://www.gnu.org/licenses/>.
#
# @section DESCRIPTION
#
#===============================================================================
add_akantu_test(test_materials "test_materials")
add_akantu_test(patch_tests "patch_tests")
add_akantu_test(test_cohesive "cohesive_test")
add_akantu_test(test_embedded_interface "test_embedded_interface")
add_akantu_test(test_energies "test energies")
#===============================================================================
#===============================================================================
add_mesh(test_cube3d_two_mat_mesh cube_two_materials.geo 3 1)
register_test(test_solid_mechanics_model_reassign_material
SOURCES test_solid_mechanics_model_reassign_material.cc
DEPENDS test_cube3d_two_mat_mesh
FILES_TO_COPY two_materials.dat
PACKAGE parallel implicit
PARALLEL
)
#===============================================================================
register_test(test_solid_mechanics_model_material_eigenstrain
SOURCES test_solid_mechanics_model_material_eigenstrain.cc
FILES_TO_COPY cube_3d_tet_4.msh; material_elastic_plane_strain.dat
PACKAGE implicit
)
#===============================================================================
register_test(test_material_selector
SOURCES test_material_selector.cc
FILES_TO_COPY material_selector.dat material_selector.msh
PACKAGE core
)
add_mesh(bar_segment_2 patch_tests/data/bar_segment.geo
DIM 1 ORDER 1 OUTPUT bar_segment_2.msh)
add_mesh(bar_segment_3 patch_tests/data/bar_segment.geo
DIM 1 ORDER 2 OUTPUT bar_segment_3.msh)
add_mesh(bar_triangle_3 patch_tests/data/bar_triangle.geo
DIM 2 ORDER 1 OUTPUT bar_triangle_3.msh)
add_mesh(bar_triangle_6 patch_tests/data/bar_triangle.geo
DIM 2 ORDER 2 OUTPUT bar_triangle_6.msh)
add_mesh(bar_quadrangle_4 patch_tests/data/bar_quadrangle.geo
DIM 2 ORDER 1 OUTPUT bar_quadrangle_4.msh)
add_mesh(bar_quadrangle_8 patch_tests/data/bar_quadrangle.geo
DIM 2 ORDER 2 OUTPUT bar_quadrangle_8.msh)
add_mesh(bar_tetrahedron_4 patch_tests/data/bar_tetrahedron.geo
DIM 3 ORDER 1 OUTPUT bar_tetrahedron_4.msh)
add_mesh(bar_tetrahedron_10 patch_tests/data/bar_tetrahedron.geo
DIM 3 ORDER 2 OUTPUT bar_tetrahedron_10.msh)
add_mesh(bar_hexahedron_8 patch_tests/data/bar_hexahedron.geo
DIM 3 ORDER 1 OUTPUT bar_hexahedron_8.msh)
add_mesh(bar_hexahedron_20 patch_tests/data/bar_hexahedron.geo
DIM 3 ORDER 2 OUTPUT bar_hexahedron_20.msh)
add_mesh(bar_pentahedron_6 patch_tests/data/bar_pentahedron.geo
DIM 3 ORDER 1 OUTPUT bar_pentahedron_6.msh)
add_mesh(bar_pentahedron_15 patch_tests/data/bar_pentahedron.geo
DIM 3 ORDER 2 OUTPUT bar_pentahedron_15.msh)
#===============================================================================
# dynamics tests
#===============================================================================
register_gtest_sources(
SOURCES test_solid_mechanics_model_dynamics.cc
FILES_TO_COPY test_solid_mechanics_model_dynamics_material.dat
PACKAGE core
)
register_gtest_test(test_solid_mechanics_model
DEPENDS bar_segment_2 bar_segment_3
bar_triangle_3 bar_triangle_6
bar_quadrangle_4 bar_quadrangle_8
bar_tetrahedron_4 bar_tetrahedron_10
bar_hexahedron_8 bar_hexahedron_20
bar_pentahedron_6 bar_pentahedron_15
)
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