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Commit 83a20df9 authored by KeitaYoshioka's avatar KeitaYoshioka Committed by Dmitri Naumov
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[T] PF: Add test cases.

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ProcessLib/PhaseField/Tests.cmake
+ 53
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View file @ 83a20df9
...@@ -10,3 +10,56 @@ AddTest( ...@@ -10,3 +10,56 @@ AddTest(
expected_cube_1e0_pcs_0_ts_10000_t_1.000000.vtu cube_1e0_pcs_0_ts_10000_t_1.000000.vtu displacement displacement 1e-6 1e-6 expected_cube_1e0_pcs_0_ts_10000_t_1.000000.vtu cube_1e0_pcs_0_ts_10000_t_1.000000.vtu displacement displacement 1e-6 1e-6
expected_cube_1e0_pcs_0_ts_10000_t_1.000000.vtu cube_1e0_pcs_0_ts_10000_t_1.000000.vtu phasefield phasefield 1e-6 1e-6 expected_cube_1e0_pcs_0_ts_10000_t_1.000000.vtu cube_1e0_pcs_0_ts_10000_t_1.000000.vtu phasefield phasefield 1e-6 1e-6
) )
AddTest(
NAME PhaseField_2D_StaticHydraulicFracture
PATH PhaseField
EXECUTABLE ogs
EXECUTABLE_ARGS 2D_static.prj
WRAPPER time
TESTER vtkdiff
REQUIREMENTS NOT (OGS_USE_LIS OR OGS_USE_MPI)
DIFF_DATA
expected_2D_StaticCrack_pcs_1_ts_1_t_1.000000.vtu 2D_StaticCrack_pcs_1_ts_1_t_1.000000.vtu displacement displacement 1e-15 1e-15
expected_2D_StaticCrack_pcs_1_ts_1_t_1.000000.vtu 2D_StaticCrack_pcs_1_ts_1_t_1.000000.vtu phasefield phasefield 1e-15 1e-15
)
AddTest(
NAME PhaseField_3D_beam_LARGE
PATH PhaseField
EXECUTABLE ogs
EXECUTABLE_ARGS beam3d_stag_1pcs.prj
WRAPPER time
TESTER vtkdiff
REQUIREMENTS NOT (OGS_USE_LIS OR OGS_USE_MPI)
DIFF_DATA
expected_beam3_stag1pcsAT2_pcs_1_ts_10_t_1.000000.vtu beam3_stag1pcsAT2_pcs_1_ts_10_t_1.000000.vtu displacement displacement 1e-15 1e-15
expected_beam3_stag1pcsAT2_pcs_1_ts_10_t_1.000000.vtu beam3_stag1pcsAT2_pcs_1_ts_10_t_1.000000.vtu phasefield phasefield 1e-15 1e-15
)
AddTest(
NAME LARGE_PhaseField_Staggered_square_line
PATH PhaseField
EXECUTABLE ogs
EXECUTABLE_ARGS square_line_h_400.prj
WRAPPER time
TESTER vtkdiff
REQUIREMENTS NOT (OGS_USE_LIS OR OGS_USE_MPI)
DIFF_DATA
square_line_h_400_pcs_0_ts_400000_t_400.000000.vtu square_line_h_400_pcs_0_ts_400000_t_400.000000.vtu displacement displacement 1e-16 0
square_line_h_400_pcs_0_ts_400000_t_400.000000.vtu square_line_h_400_pcs_0_ts_400000_t_400.000000.vtu phasefield phasefield 1e-16 0
)
AddTest(
NAME LARGE_PhaseField_Staggered_square_shear
PATH PhaseField
EXECUTABLE ogs
EXECUTABLE_ARGS square_shear_h_400.prj
WRAPPER time
TESTER vtkdiff
REQUIREMENTS NOT (OGS_USE_LIS OR OGS_USE_MPI)
DIFF_DATA
square_shear_h_400_pcs_0_ts_30000_t_300.000000.vtu square_shear_h_400_pcs_0_ts_30000_t_300.000000.vtu displacement displacement 1e-16 0
square_shear_h_400_pcs_0_ts_30000_t_300.000000.vtu square_shear_h_400_pcs_0_ts_30000_t_300.000000.vtu phasefield phasefield 1e-16 0
)
Tests/Data/PhaseField/2D_static.prj 0 → 100644
+ 306
− 0
View file @ 83a20df9
<?xml version="1.0" encoding="ISO-8859-1"?>
<OpenGeoSysProject>
<mesh>cracked_medium_ic.vtu</mesh>
<geometry>bar.gml</geometry>
<processes>
<process>
<name>PhaseField</name>
<type>PHASE_FIELD</type>
<coupling_scheme>staggered</coupling_scheme>
<integration_order>2</integration_order>
<constitutive_relation>
<type>LinearElasticIsotropic</type>
<youngs_modulus>E</youngs_modulus>
<poissons_ratio>nu</poissons_ratio>
</constitutive_relation>
<phasefield_parameters>
<residual_stiffness>k</residual_stiffness>
<crack_resistance>gc</crack_resistance>
<crack_length_scale>ls</crack_length_scale>
<kinetic_coefficient>M</kinetic_coefficient>
<history_field>H</history_field>
</phasefield_parameters>
<solid_density>rho_sr</solid_density>
<process_variables>
<phasefield>phasefield</phasefield>
<displacement>displacement</displacement>
</process_variables>
<specific_body_force>0 0 </specific_body_force>
</process>
</processes>
<time_loop>
<global_process_coupling>
<max_iter> 1000 </max_iter>
<convergence_criteria>
<!-- convergence criterion for the first process -->
<convergence_criterion>
<type>DeltaX</type>
<norm_type>INFINITY_N</norm_type>
<abstol>1.e-1</abstol>
<reltol>1.e-1</reltol>
</convergence_criterion>
<!-- convergence criterion for the second process -->
<convergence_criterion>
<type>DeltaX</type>
<norm_type>INFINITY_N</norm_type>
<abstol>1.e-4</abstol>
<reltol>1.e-10</reltol>
</convergence_criterion>
</convergence_criteria>
</global_process_coupling>
<processes>
<process ref="PhaseField">
<nonlinear_solver>basic_newton_u</nonlinear_solver>
<convergence_criterion>
<type>DeltaX</type>
<norm_type>NORM2</norm_type>
<reltol>1.e-14</reltol>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
<output>
<variables>
<variable>displacement</variable>
</variables>
</output>
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0</t_initial>
<t_end>1</t_end>
<timesteps>
<pair>
<repeat>2</repeat>
<delta_t>1.0</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
<process ref="PhaseField">
<nonlinear_solver>basic_newton_d</nonlinear_solver>
<convergence_criterion>
<type>DeltaX</type>
<norm_type>NORM2</norm_type>
<reltol>1.e-14</reltol>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
<output>
<variables>
<variable>phasefield</variable>
</variables>
</output>
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0</t_initial>
<t_end>1</t_end>
<timesteps>
<pair>
<repeat>2</repeat>
<delta_t>1.0</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<output>
<type>VTK</type>
<prefix>2D_StaticCrack</prefix>
<timesteps>
<pair>
<repeat>10</repeat>
<each_steps>1</each_steps>
</pair>
<pair>
<repeat>10</repeat>
<each_steps>1</each_steps>
</pair>
<!--<pair><repeat>50</repeat><each_steps>100</each_steps></pair>-->
</timesteps>
</output>
</time_loop>
<parameters>
<!-- Mechanics -->
<parameter>
<name>E</name>
<type>Constant</type>
<value>1.0</value>
</parameter>
<parameter>
<name>nu</name>
<type>Constant</type>
<value>0.15</value>
</parameter>
<parameter>
<name>k</name>
<type>Constant</type>
<value>1e-8</value>
</parameter>
<parameter>
<name>gc</name>
<type>Constant</type>
<value>1.0</value>
</parameter>
<parameter>
<name>ls</name>
<type>Constant</type>
<value>0.02</value>
</parameter>
<parameter>
<name>H</name>
<type>Constant</type>
<value>0.0</value>
</parameter>
<parameter>
<name>rho_sr</name>
<type>Constant</type>
<value>0.0</value>
</parameter>
<parameter>
<name>displacement0</name>
<type>Constant</type>
<values>0 0</values>
</parameter>
<parameter>
<name>phasefield_ic</name>
<type>MeshNode</type>
<field_name>phase-field</field_name>
<!--type>Constant</type>
<value>1</value>-->
</parameter>
<parameter>
<name>phasefield_bc</name>
<type>Constant</type>
<value>1</value>
</parameter>
<parameter>
<name>dirichlet0</name>
<type>Constant</type>
<value>0</value>
</parameter>
<parameter>
<name>M</name>
<type>Constant</type>
<value>0.0</value>
</parameter>
<parameter>
<name>Dirichlet_load</name>
<type>Constant</type>
<value>1</value>
</parameter>
<parameter>
<name>Dirichlet_top_y</name>
<type>CurveScaled</type>
<curve>Dirichlet_top_time</curve>
<parameter>Dirichlet_load</parameter>
</parameter>
</parameters>
<curves>
<curve>
<name>Dirichlet_top_time</name>
<coords>0 1</coords>
<values>0 1.0</values>
</curve>
</curves>
<process_variables>
<process_variable>
<name>displacement</name>
<components>2</components>
<order>1</order>
<initial_condition>displacement0</initial_condition>
<boundary_conditions>
<boundary_condition>
<geometrical_set>bar</geometrical_set>
<geometry>bottom</geometry>
<type>Dirichlet</type>
<component>1</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>bar</geometrical_set>
<geometry>top</geometry>
<type>Dirichlet</type>
<component>1</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>bar</geometrical_set>
<geometry>left</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>bar</geometrical_set>
<geometry>right</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
<process_variable>
<name>phasefield</name>
<components>1</components>
<order>1</order>
<initial_condition>phasefield_ic</initial_condition>
<boundary_conditions>
<boundary_condition>
<geometrical_set>bar</geometrical_set>
<geometry>left</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>phasefield_bc</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>bar</geometrical_set>
<geometry>right</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>phasefield_bc</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>bar</geometrical_set>
<geometry>right</geometry>
<type>PhaseFieldIrreversibleDamageOracleBoundaryCondition</type>
<component>0</component>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<nonlinear_solvers>
<nonlinear_solver>
<name>basic_newton_d</name>
<type>Newton</type>
<max_iter>50</max_iter>
<linear_solver>linear_solver_d</linear_solver>
</nonlinear_solver>
<nonlinear_solver>
<name>basic_newton_u</name>
<type>Newton</type>
<max_iter>50</max_iter>
<linear_solver>linear_solver_u</linear_solver>
</nonlinear_solver>
</nonlinear_solvers>
<linear_solvers>
<linear_solver>
<name>linear_solver_d</name>
<eigen>
<solver_type>BiCGSTAB</solver_type>
<precon_type>ILUT</precon_type>
<max_iteration_step>10000</max_iteration_step>
<error_tolerance>1e-16</error_tolerance>
</eigen>
</linear_solver>
<linear_solver>
<name>linear_solver_u</name>
<eigen>
<solver_type>BiCGSTAB</solver_type>
<precon_type>ILUT</precon_type>
<max_iteration_step>10000</max_iteration_step>
<error_tolerance>1e-16</error_tolerance>
</eigen>
</linear_solver>
</linear_solvers>
</OpenGeoSysProject>
Tests/Data/PhaseField/bar.gml 0 → 100644 LFS
+ 3
− 0
View file @ 83a20df9
Source diff could not be displayed: it is stored in LFS. Options to address this: view the blob.
Tests/Data/PhaseField/beam3d_stag_1pcs.prj 0 → 100644
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<?xml version="1.0" encoding="ISO-8859-1"?>
<OpenGeoSysProject>
<mesh>beam3d.vtu</mesh>
<geometry>beam3d.gml</geometry>
<processes>
<process>
<name>PhaseField</name>
<type>PHASE_FIELD</type>
<coupling_scheme>staggered</coupling_scheme>
<integration_order>2</integration_order>
<constitutive_relation>
<type>LinearElasticIsotropic</type>
<youngs_modulus>E</youngs_modulus>
<poissons_ratio>nu</poissons_ratio>
</constitutive_relation>
<phasefield_parameters>
<residual_stiffness>k</residual_stiffness>
<crack_resistance>gc</crack_resistance>
<crack_length_scale>ls</crack_length_scale>
<kinetic_coefficient>M</kinetic_coefficient>
<history_field>H</history_field>
</phasefield_parameters>
<solid_density>rho_sr</solid_density>
<process_variables>
<phasefield>phasefield</phasefield>
<displacement>displacement</displacement>
</process_variables>
<specific_body_force>0 0 0</specific_body_force>
</process>
</processes>
<time_loop>
<global_process_coupling>
<max_iter> 1000 </max_iter>
<convergence_criteria>
<!-- convergence criterion for the first process -->
<convergence_criterion>
<type>DeltaX</type>
<norm_type>INFINITY_N</norm_type>
<abstol>1.e-1</abstol>
<reltol>1.e-1</reltol>
</convergence_criterion>
<!-- convergence criterion for the second process -->
<convergence_criterion>
<type>DeltaX</type>
<norm_type>INFINITY_N</norm_type>
<abstol>1.e-4</abstol>
<reltol>1.e-10</reltol>
</convergence_criterion>
</convergence_criteria>
</global_process_coupling>
<processes>
<process ref="PhaseField">
<nonlinear_solver>basic_newton_u</nonlinear_solver>
<convergence_criterion>
<type>DeltaX</type>
<norm_type>NORM2</norm_type>
<reltol>1.e-14</reltol>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
<output>
<variables>
<variable>displacement</variable>
</variables>
</output>
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0</t_initial>
<t_end>1</t_end>
<timesteps>
<pair>
<repeat>10</repeat>
<delta_t>1e-1</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
<process ref="PhaseField">
<nonlinear_solver>basic_newton_d</nonlinear_solver>
<convergence_criterion>
<type>DeltaX</type>
<norm_type>NORM2</norm_type>
<reltol>1.e-14</reltol>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
<output>
<variables>
<variable>phasefield</variable>
</variables>
</output>
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0</t_initial>
<t_end>1</t_end>
<timesteps>
<pair>
<repeat>10</repeat>
<delta_t>1e-1</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<output>
<type>VTK</type>
<prefix>beam3_stag1pcsAT2</prefix>
<timesteps>
<pair>
<repeat>10</repeat>
<each_steps>1</each_steps>
</pair>
<pair>
<repeat>10</repeat>
<each_steps>1</each_steps>
</pair>
</timesteps>
</output>
</time_loop>
<parameters>
<!-- Mechanics -->
<parameter>
<name>E</name>
<type>Constant</type>
<value>2.1e5</value>
</parameter>
<parameter>
<name>nu</name>
<type>Constant</type>
<value>0.3</value>
</parameter>
<parameter>
<name>k</name>
<type>Constant</type>
<value>1e-8</value>
</parameter>
<parameter>
<name>gc</name>
<type>Constant</type>
<value>2.7</value>
</parameter>
<parameter>
<name>ls</name>
<type>Constant</type>
<value>0.02</value>
</parameter>
<parameter>
<name>H</name>
<type>Constant</type>
<value>0.0</value>
</parameter>
<parameter>
<name>rho_sr</name>
<type>Constant</type>
<value>0.0</value>
</parameter>
<parameter>
<name>displacement0</name>
<type>Constant</type>
<values>0 0 0</values>
</parameter>
<parameter>
<name>phasefield_ic</name>
<type>Constant</type>
<value>1</value>
</parameter>
<parameter>
<name>phasefield_bc</name>
<type>Constant</type>
<value>1</value>
</parameter>
<parameter>
<name>dirichlet0</name>
<type>Constant</type>
<value>0</value>
</parameter>
<parameter>
<name>Dirichlet_spatial</name>
<type>Constant</type>
<value>1</value>
</parameter>
<parameter>
<name>dirichlet1</name>
<type>CurveScaled</type>
<curve>Dirichlet_temporal</curve>
<parameter>Dirichlet_spatial</parameter>
</parameter>
<parameter>
<name>dirichlet2</name>
<type>CurveScaled</type>
<curve>Dirichlet_temporal_left</curve>
<parameter>Dirichlet_spatial</parameter>
</parameter>
<parameter>
<name>M</name>
<type>Constant</type>
<value>0.0</value>
</parameter>
</parameters>
<curves>
<curve>
<name>Dirichlet_temporal</name>
<coords>0 1</coords>
<values>0 0.013</values>
</curve>
<curve>
<name>Dirichlet_temporal_left</name>
<coords>0 1</coords>
<values>0 -0.013</values>
</curve>
</curves>
<process_variables>
<process_variable>
<name>phasefield</name>
<components>1</components>
<order>1</order>
<initial_condition>phasefield_ic</initial_condition>
<boundary_conditions>
<boundary_condition>
<geometrical_set>beam3d_geometry</geometrical_set>
<geometry>left</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>phasefield_bc</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>beam3d_geometry</geometrical_set>
<geometry>right</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>phasefield_bc</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
<process_variable>
<name>displacement</name>
<components>3</components>
<order>1</order>
<initial_condition>displacement0</initial_condition>
<boundary_conditions>
<boundary_condition>
<geometrical_set>beam3d_geometry</geometrical_set>
<geometry>bottom</geometry>
<type>Dirichlet</type>
<component>1</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>beam3d_geometry</geometrical_set>
<geometry>top</geometry>
<type>Dirichlet</type>
<component>1</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>beam3d_geometry</geometrical_set>
<geometry>back</geometry>
<type>Dirichlet</type>
<component>2</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>beam3d_geometry</geometrical_set>
<geometry>front</geometry>
<type>Dirichlet</type>
<component>2</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>beam3d_geometry</geometrical_set>
<geometry>left</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>dirichlet2</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>beam3d_geometry</geometrical_set>
<geometry>right</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>dirichlet1</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<nonlinear_solvers>
<nonlinear_solver>
<name>basic_newton_d</name>
<type>Newton</type>
<max_iter>50</max_iter>
<linear_solver>linear_solver_d</linear_solver>
</nonlinear_solver>
<nonlinear_solver>
<name>basic_newton_u</name>
<type>Newton</type>
<max_iter>50</max_iter>
<linear_solver>linear_solver_u</linear_solver>
</nonlinear_solver>
</nonlinear_solvers>
<linear_solvers>
<linear_solver>
<name>linear_solver_d</name>
<eigen>
<solver_type>BiCGSTAB</solver_type>
<precon_type>ILUT</precon_type>
<max_iteration_step>10000</max_iteration_step>
<error_tolerance>1e-16</error_tolerance>
</eigen>
</linear_solver>
<linear_solver>
<name>linear_solver_u</name>
<eigen>
<solver_type>BiCGSTAB</solver_type>
<precon_type>ILUT</precon_type>
<max_iteration_step>10000</max_iteration_step>
<error_tolerance>1e-16</error_tolerance>
</eigen>
</linear_solver>
</linear_solvers>
</OpenGeoSysProject>
Tests/Data/PhaseField/cracked_medium_ic.vtu 0 → 100644 LFS
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File added
Tests/Data/PhaseField/expected_2D_StaticCrack_pcs_1_ts_1_t_1.000000.vtu 0 → 100644 LFS
+ 3
− 0
View file @ 83a20df9
File added
Tests/Data/PhaseField/expected_beam3_stag1pcsAT2_pcs_1_ts_10_t_1.000000.vtu 0 → 100644 LFS
+ 3
− 0
View file @ 83a20df9
File added
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