Commit f3da8c5d authored by rezataherdangkoo's avatar rezataherdangkoo

HM_drainage

new modifications

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parent 33d7a7ae
......@@ -4,7 +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/DrainageEexcavation/HMdrainage.prj)
endif()
AddTest(
NAME HydroMechanics_HML_square_1e2_quad9_confined_compression
PATH HydroMechanics/Linear/Confined_Compression
......
<?xml version="1.0" encoding="ISO-8859-1"?>
<OpenGeoSysProject>
<mesh>drainage_quad.vtu</mesh>
<geometry>drainage_geo.gml</geometry>
<processes>
<process>
<name>HM</name>
<type>HYDRO_MECHANICS</type>
<integration_order>4</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 -9.81</specific_body_force>
</process>
</processes>
<media>
<medium>
<phases>
<phase>
<type>Gas</type>
<properties>
<property>
<name>viscosity</name>
<type>Constant</type>
<value>1e-3</value>
</property>
<property>
<name>density</name>
<type>Parameter</type>
<parameter_name>load-water</parameter_name>
</property>
</properties>
</phase>
<phase>
<type>Solid</type>
<properties>
<property>
<name>porosity</name>
<type>Constant</type>
<value>0.35</value>
</property>
<property>
<name>density</name>
<type>Parameter</type>
<parameter_name>load-solid</parameter_name>
</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>PerComponentDeltaX</type>
<norm_type>NORM2</norm_type>
<reltols>1e-12 1e-10 1e-12</reltols>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0</t_initial>
<t_end>1e5</t_end>
<timesteps>
<pair>
<repeat>10</repeat>
<delta_t>10</delta_t>
</pair>
<pair>
<repeat>50</repeat>
<delta_t>100</delta_t>
</pair>
<pair>
<repeat>50</repeat>
<delta_t>1000</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<output>
<type>VTK</type>
<prefix>HM_drainage</prefix>
<timesteps>
<pair>
<repeat>1</repeat>
<each_steps>100</each_steps>
</pair>
<pair>
<repeat>1000</repeat>
<each_steps>10</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>3e9</value>
</parameter>
<parameter>
<name>nu</name>
<type>Constant</type>
<value>.3</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>pressure_w</name>
<type>Function</type>
<expression>1000*9.81*30</expression>
</parameter>
<parameter>
<name>pressure_top</name>
<type>CurveScaled</type>
<curve>time_ramp</curve>
<parameter>pressure_w</parameter>
</parameter>
<parameter>
<name>load_min</name>
<type>Function</type>
<expression>-((2600*9.81*30*0.65)+1000*9.81*30*0.35)</expression>
</parameter>
<parameter>
<name>load_top</name>
<type>CurveScaled</type>
<curve>time_ramp</curve>
<parameter>load_min</parameter>
</parameter>
<parameter>
<name>maximum_density</name>
<type>Constant</type>
<value>2600</value>
</parameter>
<parameter>
<name>load-solid</name>
<type>CurveScaled</type>
<curve>material_ramp</curve>
<parameter>maximum_density</parameter>
</parameter>
<parameter>
<name>maximum_density_water</name>
<type>Constant</type>
<value>1000</value>
</parameter>
<parameter>
<name>load-water</name>
<type>CurveScaled</type>
<curve>material_ramp</curve>
<parameter>maximum_density_water</parameter>
</parameter>
</parameters>
<curves>
<curve>
<name>time_ramp</name>
<coords>0 100 15551</coords>
<values>1 1 0.0</values>
</curve>
<curve>
<name>material_ramp</name>
<coords>0.0 100.0 15551</coords>
<values>0.0 1.0 1.0</values>
</curve>
</curves>
<process_variables>
<process_variable>
<name>displacement</name>
<components>2</components>
<order>2</order>
<initial_condition>displacement0</initial_condition>
<boundary_conditions>
<boundary_condition>
<geometrical_set>HH_geometry</geometrical_set>
<geometry>left</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>HH_geometry</geometrical_set>
<geometry>left_inner</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>HH_geometry</geometrical_set>
<geometry>right_inner</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>HH_geometry</geometrical_set>
<geometry>right</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>HH_geometry</geometrical_set>
<geometry>bottom</geometry>
<type>Dirichlet</type>
<component>1</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>HH_geometry</geometrical_set>
<geometry>top_right</geometry>
<type>Neumann</type>
<component>1</component>
<parameter>load_top</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>HH_geometry</geometrical_set>
<geometry>top_left</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<geometrical_set>HH_geometry</geometrical_set>
<geometry>top_right</geometry>
<type>Dirichlet</type>
<component>0</component>
<parameter>pressure_top</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 jacobi -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-->
<eigen>
<solver_type>SparseLU</solver_type>
<scaling>1</scaling>
</eigen>
</linear_solver>
</linear_solvers>
<test_definition>
<vtkdiff>
<file>HM_drainage_ts_155_t_100000.000000.vtu</file>
<field>displacement</field>
<absolute_tolerance>5e-8</absolute_tolerance>
<relative_tolerance>0</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>HH_geometry</name>
<points>
<point id="0" x="0" y="0" z="0"/>
<point id="1" x="0" y="60" z="0"/>
<point id="2" x="35" y="60" z="0"/>
<point id="3" x="35" y="20" z="0"/>
<point id="4" x="36" y="20" z="0"/>
<point id="5" x="36" y="30" z="0"/>
<point id="6" x="65" y="30" z="0"/>
<point id="7" x="65" y="0" z="0"/>
</points>
<polylines>
<polyline id="0" name="left">
<pnt>0</pnt>
<pnt>1</pnt>
</polyline>
<polyline id="1" name="left_inner">
<pnt>2</pnt>
<pnt>3</pnt>
</polyline>
<polyline id="2" name="right_inner">
<pnt>4</pnt>
<pnt>5</pnt>
</polyline>
<polyline id="3" name="right">
<pnt>6</pnt>
<pnt>7</pnt>
</polyline>
<polyline id="4" name="top_left">
<pnt>1</pnt>
<pnt>2</pnt>
</polyline>
<polyline id="5" name="top_right">
<pnt>5</pnt>
<pnt>6</pnt>
</polyline>
<polyline id="6" name="bottom_inner">
<pnt>3</pnt>
<pnt>4</pnt>
</polyline>
<polyline id="7" name="bottom">
<pnt>0</pnt>
<pnt>7</pnt>
</polyline>
</polylines>
</OpenGeoSysGLI>
+++
author = "Reza Taherdangkoo, Thomas Nagel, Markus Barsch, Christoph Butscher"
date = "2020.11.23T14:39:39+01:00"
title = "Hydro-mechanical-drainage_excavation"
project = "HydroMechanics/Linear/DrainageEexcavation/HMdrainage.prj"
[menu]
[menu.benchmarks]
parent = "hydro-mechanics"
+++
{{< data-link >}}
## Problem description
We present the hydro-mechanical drainage of an excavation benchmark in this [this PDF](../HM_drainage_excavation.pdf).
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