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Commit 0a6a187a authored by wenqing's avatar wenqing Committed by Dmitri Naumov
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[CTest/LD/F-bar] 3D indentation

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...@@ -14,5 +14,6 @@ if (NOT OGS_USE_MPI) ...@@ -14,5 +14,6 @@ if (NOT OGS_USE_MPI)
OgsTest(PROJECTFILE LargeDeformation/CooksMembrane/CooksMembraneLDRefinedMesh30.xml RUNTIME 4) OgsTest(PROJECTFILE LargeDeformation/CooksMembrane/CooksMembraneLDRefinedMesh30.xml RUNTIME 4)
OgsTest(PROJECTFILE LargeDeformation/CooksMembrane/3D/CooksMembraneLD_3D.prj RUNTIME 4) OgsTest(PROJECTFILE LargeDeformation/CooksMembrane/3D/CooksMembraneLD_3D.prj RUNTIME 4)
OgsTest(PROJECTFILE LargeDeformation/RubberIndentation/RubberIndentation.prj RUNTIME 4) OgsTest(PROJECTFILE LargeDeformation/RubberIndentation/RubberIndentation.prj RUNTIME 4)
OgsTest(PROJECTFILE LargeDeformation/Indentation3D/Indentation3D.prj RUNTIME 30)
endif() endif()
<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>mesh.vtu</mesh>
<geometry>boundary.gml</geometry>
<processes>
<process>
<name>LD</name>
<type>LARGE_DEFORMATION</type>
<integration_order>3</integration_order>
<specific_body_force>0 0 0</specific_body_force>
<f_bar> element_average </f_bar>
<constitutive_relation>
<type>MFront</type>
<behaviour>NeoHooke</behaviour>
<material_properties>
<material_property name="YoungModulus" parameter="E"/>
<material_property name="PoissonRatio" parameter="nu"/>
</material_properties>
</constitutive_relation>
<process_variables>
<process_variable>displacement</process_variable>
</process_variables>
<secondary_variables>
<secondary_variable internal_name="sigma" output_name="sigma"/>
<secondary_variable internal_name="epsilon" output_name="epsilon"/>
</secondary_variables>
</process>
</processes>
<media>
<medium>
<phases>
<phase>
<type>Solid</type>
<properties>
<property>
<name>density</name>
<type>Constant</type>
<value>0.0</value>
</property>
</properties>
</phase>
</phases>
</medium>
</media>
<time_loop>
<processes>
<process ref="LD">
<nonlinear_solver>basic_newton</nonlinear_solver>
<convergence_criterion>
<type>DeltaX</type>
<norm_type>NORM2</norm_type>
<abstol>5e-7</abstol>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0</t_initial>
<t_end>12</t_end>
<timesteps>
<pair>
<repeat>4</repeat>
<delta_t>3</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<output>
<type>VTK</type>
<prefix>indentation_3D</prefix>
<timesteps>
<pair>
<repeat>1</repeat>
<each_steps>10000000</each_steps>
</pair>
</timesteps>
<variables>
<variable>displacement</variable>
<variable>sigma</variable>
<variable>epsilon</variable>
<variable>NodalForces</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
</time_loop>
<parameters>
<parameter>
<name>E</name>
<type>Constant</type>
<value>240.56595906120816e6</value>
</parameter>
<parameter>
<name>nu</name>
<type>Constant</type>
<value>0.49989998666488866</value>
</parameter>
<parameter>
<name>displacement0</name>
<type>Constant</type>
<values>0 0 0</values>
</parameter>
<parameter>
<name>Zero</name>
<type>Constant</type>
<value>0.</value>
</parameter>
<parameter>
<name>Dirichlet_bottom</name>
<type>Constant</type>
<value>0.</value>
</parameter>
<parameter>
<name>load</name>
<type>Constant</type>
<value>-40e6</value>
</parameter>
<parameter>
<name>loadRamp</name>
<type>CurveScaled</type>
<curve>timeRamp</curve>
<parameter>load</parameter>
</parameter>
</parameters>
<curves>
<curve>
<name>timeRamp</name>
<coords>0 12</coords>
<values>0 1</values>
</curve>
</curves>
<process_variables>
<process_variable>
<name>displacement</name>
<components>3</components>
<order>1</order>
<initial_condition>displacement0</initial_condition>
<boundary_conditions>
<boundary_condition>
<geometrical_set>geometry</geometrical_set>
<geometry>z0</geometry>
<type>Dirichlet</type>
<component>2</component>
<parameter>Zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>geometry</geometrical_set>
<geometry>z1</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>Zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>geometry</geometrical_set>
<geometry>z1</geometry>
<type>Dirichlet</type>
<component>1</component>
<parameter>Zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>geometry</geometrical_set>
<geometry>x0</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>Zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>geometry</geometrical_set>
<geometry>y0</geometry>
<type>Dirichlet</type>
<component>1</component>
<parameter>Zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>geometry</geometrical_set>
<geometry>z1_indent</geometry>
<type>Neumann</type>
<component>2</component>
<parameter>loadRamp</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<nonlinear_solvers>
<nonlinear_solver>
<name>basic_newton</name>
<type>Newton</type>
<max_iter>40</max_iter>
<linear_solver>general_linear_solver</linear_solver>
</nonlinear_solver>
</nonlinear_solvers>
<linear_solvers>
<linear_solver>
<name>general_linear_solver</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>
<test_definition>
<vtkdiff>
<file>indentation_3D_ts_4_t_12.000000.vtu</file>
<field>displacement</field>
<absolute_tolerance>1e-12</absolute_tolerance>
<relative_tolerance>1e-14</relative_tolerance>
</vtkdiff>
<vtkdiff>
<file>indentation_3D_ts_4_t_12.000000.vtu</file>
<field>sigma</field>
<absolute_tolerance>7e-4</absolute_tolerance>
<relative_tolerance>2e-7</relative_tolerance>
</vtkdiff>
<vtkdiff>
<file>indentation_3D_ts_4_t_12.000000.vtu</file>
<field>epsilon</field>
<absolute_tolerance>1e-12</absolute_tolerance>
<relative_tolerance>1e-14</relative_tolerance>
</vtkdiff>
</test_definition>
</OpenGeoSysProject>
<?xml version="1.0" encoding="ISO-8859-1"?>
<?xml-stylesheet type="text/xsl" href="OpenGeoSysGLI.xsl"?>
<OpenGeoSysGLI xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:ogs="http://www.opengeosys.org">
<name>geometry</name>
<points>
<point id="0" x="0." y="0." z="0." />
<point id="1" x="0.001" y="0.0" z="0." />
<point id="2" x="0.001" y="0.001" z="0."/>
<point id="3" x="0." y="0.001" z="0." />
<point id="4" x="0." y="0." z="0.001" />
<point id="5" x="0.001" y="0.0" z="0.001" />
<point id="6" x="0.001" y="0.001" z="0.001"/>
<point id="7" x="0." y="0.001" z="0.001" />
<point id="8" x="0.0005" y="0." z="0.001" />
<point id="9" x="0.0005" y="0.0005" z="0.001" />
<point id="10" x="0.0" y="0.0005" z="0.001"/>
</points>
<surfaces>
<surface id="0" name="y0">
<element p1="0" p2="1" p3="5"/>
<element p1="0" p2="5" p3="4"/>
</surface>
<surface id="1" name="x0">
<element p1="0" p2="4" p3="3"/>
<element p1="4" p2="7" p3="3"/>
</surface>
<surface id="2" name="z0">
<element p1="0" p2="3" p3="1"/>
<element p1="3" p2="2" p3="1"/>
</surface>
<surface id="3" name="z1">
<element p1="4" p2="5" p3="7"/>
<element p1="5" p2="6" p3="7"/>
</surface>
<surface id="4" name="z1_indent">
<element p1="4" p2="8" p3="9"/>
<element p1="4" p2="9" p3="10"/>
</surface>
</surfaces>
</OpenGeoSysGLI>
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