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Commit 95edef55 authored by Florian Zill's avatar Florian Zill Committed by Florian Zill
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[T/HM] Linear order shape functions test

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ProcessLib/HydroMechanics/Tests.cmake
+ 3
− 0
View file @ 95edef55
......@@ -4,6 +4,9 @@
if (NOT OGS_USE_MPI)
OgsTest(PROJECTFILE HydroMechanics/Linear/Confined_Compression/square_1e2.prj)
endif()
if (NOT OGS_USE_MPI)
OgsTest(PROJECTFILE HydroMechanics/Linear/Confined_Compression/square_1e2_linear.prj)
endif()
if (NOT OGS_USE_MPI)
OgsTest(PROJECTFILE HydroMechanics/Linear/DrainageEexcavation/HMdrainage.prj RUNTIME 330)
endif()
......
Tests/Data/HydroMechanics/Linear/Confined_Compression/square_1e2_linear.prj 0 → 100644
+ 315
− 0
View file @ 95edef55
<?xml version="1.0" encoding="ISO-8859-1"?>
<OpenGeoSysProject>
<mesh>square_1x1_quad4_1e2.vtu</mesh>
<geometry>square_1x1.gml</geometry>
<processes>
<process>
<name>HM</name>
<type>HYDRO_MECHANICS</type>
<integration_order>2</integration_order>
<dimension>2</dimension>
<constitutive_relation>
<type>LinearElasticIsotropic</type>
<youngs_modulus>E</youngs_modulus>
<poissons_ratio>nu</poissons_ratio>
</constitutive_relation>
<process_variables>
<displacement>displacement</displacement>
<pressure>pressure</pressure>
</process_variables>
<secondary_variables>
<secondary_variable internal_name="sigma_xx" output_name="sigma_xx"/>
<secondary_variable internal_name="sigma_yy" output_name="sigma_yy"/>
<secondary_variable internal_name="sigma_zz" output_name="sigma_zz"/>
<secondary_variable internal_name="sigma_xy" output_name="sigma_xy"/>
<secondary_variable internal_name="epsilon_xx" output_name="epsilon_xx"/>
<secondary_variable internal_name="epsilon_yy" output_name="epsilon_yy"/>
<secondary_variable internal_name="epsilon_zz" output_name="epsilon_zz"/>
<secondary_variable internal_name="epsilon_xy" output_name="epsilon_xy"/>
<secondary_variable internal_name="velocity" output_name="velocity"/>
</secondary_variables>
<specific_body_force>0 0</specific_body_force>
</process>
</processes>
<media>
<medium>
<phases>
<phase>
<type>Gas</type>
<properties>
<property>
<name>viscosity</name>
<type>Constant</type>
<value>1e-9</value>
</property>
<property>
<name>density</name>
<type>Constant</type>
<value>1.0e-6</value>
</property>
</properties>
</phase>
<phase>
<type>Solid</type>
<properties>
<property>
<name>porosity</name>
<type>Constant</type>
<value>0.8</value>
</property>
<property>
<name>density</name>
<type>Constant</type>
<value>1.2e-6</value>
</property>
<property>
<name>biot_coefficient</name>
<type>Constant</type>
<value>1</value>
</property>
</properties>
</phase>
</phases>
<properties>
<property>
<name>reference_temperature</name>
<type>Constant</type>
<value>293.15</value>
</property>
<property>
<name>permeability</name>
<type>Constant</type>
<value>1e-12</value>
</property>
</properties>
</medium>
</media>
<time_loop>
<processes>
<process ref="HM">
<nonlinear_solver>basic_newton</nonlinear_solver>
<convergence_criterion>
<type>DeltaX</type>
<norm_type>NORM2</norm_type>
<abstol>1e-8</abstol>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0</t_initial>
<t_end>4000</t_end>
<timesteps>
<pair>
<repeat>40</repeat>
<delta_t>5</delta_t>
</pair>
<pair>
<repeat>1</repeat>
<delta_t>10</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<output>
<type>VTK</type>
<prefix>square_1e2_linear</prefix>
<timesteps>
<pair>
<repeat>1</repeat>
<each_steps>1</each_steps>
</pair>
<pair>
<repeat>1</repeat>
<each_steps>19</each_steps>
</pair>
<pair>
<repeat>1</repeat>
<each_steps>100</each_steps>
</pair>
<pair>
<repeat>1</repeat>
<each_steps>300</each_steps>
</pair>
</timesteps>
<variables>
<variable>displacement</variable>
<variable>pressure</variable>
<variable>sigma_xx</variable>
<variable>sigma_yy</variable>
<variable>sigma_zz</variable>
<variable>sigma_xy</variable>
<variable>epsilon_xx</variable>
<variable>epsilon_yy</variable>
<variable>epsilon_zz</variable>
<variable>epsilon_xy</variable>
<variable>velocity</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
</time_loop>
<parameters>
<!-- Mechanics -->
<parameter>
<name>E</name>
<type>Constant</type>
<value>1</value>
</parameter>
<parameter>
<name>nu</name>
<type>Constant</type>
<value>.1</value>
</parameter>
<!-- Model parameters -->
<parameter>
<name>displacement0</name>
<type>Constant</type>
<values>0 0</values>
</parameter>
<parameter>
<name>zero</name>
<type>Constant</type>
<value>0</value>
</parameter>
<parameter>
<name>displacementTop</name>
<type>Constant</type>
<value>-0.05</value>
</parameter>
<parameter>
<name>displacementRamp</name>
<type>CurveScaled</type>
<curve>timeRamp</curve>
<parameter>displacementTop</parameter>
</parameter>
</parameters>
<curves>
<curve>
<name>timeRamp</name>
<coords>0 100 10000</coords>
<values>0 1 1</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>square_1x1_geometry</geometrical_set>
<geometry>left</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>square_1x1_geometry</geometrical_set>
<geometry>right</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>square_1x1_geometry</geometrical_set>
<geometry>bottom</geometry>
<type>Dirichlet</type>
<component>1</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>square_1x1_geometry</geometrical_set>
<geometry>top</geometry>
<type>Dirichlet</type>
<component>1</component>
<parameter>displacementRamp</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
<process_variable>
<name>pressure</name>
<components>1</components>
<order>1</order>
<initial_condition>zero</initial_condition>
<boundary_conditions>
<boundary_condition>
<geometrical_set>square_1x1_geometry</geometrical_set>
<geometry>top</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<!-- This is for testing the Neumann bc for lower order process variable.
The test's result is not influenced by zero Neumann bc. -->
<boundary_condition>
<geometrical_set>square_1x1_geometry</geometrical_set>
<geometry>bottom</geometry>
<type>Neumann</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<nonlinear_solvers>
<nonlinear_solver>
<name>basic_newton</name>
<type>Newton</type>
<max_iter>50</max_iter>
<linear_solver>general_linear_solver</linear_solver>
</nonlinear_solver>
</nonlinear_solvers>
<linear_solvers>
<linear_solver>
<name>general_linear_solver</name>
<lis>-i bicg -p ilu -tol 1e-16 -maxiter 10000</lis>
<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>
<test_definition>
<vtkdiff>
<regex>square_1e2_linear_ts_.*.vtu</regex>
<field>displacement</field>
<absolute_tolerance>1e-15</absolute_tolerance>
<relative_tolerance>1e-15</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>square_1e2_linear_.*.vtu</regex>
<field>pressure</field>
<absolute_tolerance>1e-15</absolute_tolerance>
<relative_tolerance>1e-15</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>square_1e2_linear_.*.vtu</regex>
<field>pressure_interpolated</field>
<absolute_tolerance>1e-15</absolute_tolerance>
<relative_tolerance>1e-15</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>square_1e2_linear_.*.vtu</regex>
<field>velocity</field>
<absolute_tolerance>1e-15</absolute_tolerance>
<relative_tolerance>1e-15</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>square_1e2_linear_.*.vtu</regex>
<field>HydraulicFlow</field>
<absolute_tolerance>1e-15</absolute_tolerance>
<relative_tolerance>1e-15</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>square_1e2_linear_.*.vtu</regex>
<field>NodalForces</field>
<absolute_tolerance>1e-15</absolute_tolerance>
<relative_tolerance>1e-15</relative_tolerance>
</vtkdiff>
</test_definition>
</OpenGeoSysProject>
Tests/Data/HydroMechanics/Linear/Confined_Compression/square_1x1_quad4_1e2.vtu 0 → 100644
+ 22
− 0
View file @ 95edef55
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