From e7444ba6d8538fce916206815ac2f74a8243f148 Mon Sep 17 00:00:00 2001
From: Francesco Parisio <francesco.parisio@protonmail.com>
Date: Wed, 20 Dec 2017 15:09:21 +0100
Subject: [PATCH] [T/SD] Remove local damage Ehlers tests.
The local damage computation is replaced with non-local
process and does not show the mesh dependency.
Should we plan to use the local damage later on for some
reasons, then it should be implemented in the SmallDeformation
process itself and not in the material model.
---
ProcessLib/SmallDeformation/Tests.cmake | 51 ---
.../TriaxialCompression/cube_1x1x1.gml | 3 -
.../cube_1x1x1_hex_1e0.vtu | 3 -
.../EhlersDamage/TriaxialCompression/data.prj | 345 -----------------
.../uc_01_pcs_0_ts_1999_t_5.000000.vtu | 3 -
.../uc_01_pcs_0_ts_2823_t_2.823000.vtu | 3 -
.../uc_01_pcs_0_ts_5000_t_5.000000.vtu | 3 -
.../uc_01_pcs_0_ts_882_t_0.882000.vtu | 3 -
.../UniaxialCompression/cube_1x1x1.gml | 3 -
.../cube_1x1x1_hex_1e0.vtu | 3 -
.../EhlersDamage/UniaxialCompression/data.prj | 345 -----------------
.../uc_01_pcs_0_ts_1062_t_2.657500.vtu | 3 -
.../uc_01_pcs_0_ts_3543_t_3.543000.vtu | 3 -
.../uc_01_pcs_0_ts_3823_t_3.823000.vtu | 3 -
.../uc_01_pcs_0_ts_5000_t_5.000000.vtu | 3 -
.../UniaxialTension/cube_1x1x1.gml | 3 -
.../UniaxialTension/cube_1x1x1_hex_1e0.vtu | 3 -
.../EhlersDamage/UniaxialTension/data.prj | 358 ------------------
.../uc_01_pcs_0_ts_3276_t_3.276000.vtu | 3 -
.../uc_01_pcs_0_ts_4100_t_4.100000.vtu | 3 -
.../uc_01_pcs_0_ts_4958_t_4.958000.vtu | 3 -
.../uc_01_pcs_0_ts_5000_t_5.000000.vtu | 3 -
22 files changed, 1153 deletions(-)
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/cube_1x1x1.gml
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/cube_1x1x1_hex_1e0.vtu
delete mode 100755 Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/data.prj
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_1999_t_5.000000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_2823_t_2.823000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_5000_t_5.000000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_882_t_0.882000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/cube_1x1x1.gml
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/cube_1x1x1_hex_1e0.vtu
delete mode 100755 Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/data.prj
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_1062_t_2.657500.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_3543_t_3.543000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_3823_t_3.823000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_5000_t_5.000000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialTension/cube_1x1x1.gml
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialTension/cube_1x1x1_hex_1e0.vtu
delete mode 100755 Tests/Data/Mechanics/EhlersDamage/UniaxialTension/data.prj
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialTension/uc_01_pcs_0_ts_3276_t_3.276000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialTension/uc_01_pcs_0_ts_4100_t_4.100000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialTension/uc_01_pcs_0_ts_4958_t_4.958000.vtu
delete mode 100644 Tests/Data/Mechanics/EhlersDamage/UniaxialTension/uc_01_pcs_0_ts_5000_t_5.000000.vtu
diff --git a/ProcessLib/SmallDeformation/Tests.cmake b/ProcessLib/SmallDeformation/Tests.cmake
index c4b68154b9a..b2849c3d744 100644
--- a/ProcessLib/SmallDeformation/Tests.cmake
+++ b/ProcessLib/SmallDeformation/Tests.cmake
@@ -208,57 +208,6 @@ AddTest(
ring_plane_strain_1e4_solution.vtu ring_plane_strain_pcs_0_ts_1_t_1.000000.vtu sigma sigma 6e-4 0
)
-# Mechanics; Small deformations, Ehlers-damage Uniaxial Tension (SDED)
-AddTest(
- NAME Mechanics_PlasticModel_SDED_Ehlers_Damage_UniaxialTension
- PATH Mechanics/EhlersDamage/UniaxialTension
- EXECUTABLE ogs
- EXECUTABLE_ARGS data.prj
- TESTER vtkdiff
- REQUIREMENTS NOT OGS_USE_MPI
- DIFF_DATA
- uc_01_pcs_0_ts_3276_t_3.276000.vtu uc_01_pcs_0_ts_3276_t_3.276000.vtu displacement displacement 5e-13 0
- uc_01_pcs_0_ts_3276_t_3.276000.vtu uc_01_pcs_0_ts_3276_t_3.276000.vtu sigma sigma 5e-13 0
- uc_01_pcs_0_ts_3276_t_3.276000.vtu uc_01_pcs_0_ts_3276_t_3.276000.vtu epsilon epsilon 5e-13 0
- uc_01_pcs_0_ts_5000_t_5.000000.vtu uc_01_pcs_0_ts_5000_t_5.000000.vtu displacement displacement 5e-13 0
- uc_01_pcs_0_ts_5000_t_5.000000.vtu uc_01_pcs_0_ts_5000_t_5.000000.vtu sigma sigma 5e-13 0
- uc_01_pcs_0_ts_5000_t_5.000000.vtu uc_01_pcs_0_ts_5000_t_5.000000.vtu epsilon epsilon 5e-13 0
-)
-
-# Mechanics; Small deformations, Ehlers-damage Uniaxial Compression (SDED)
-AddTest(
- NAME Mechanics_PlasticModel_SDED_Ehlers_Damage_UniaxialCompression
- PATH Mechanics/EhlersDamage/UniaxialCompression
- EXECUTABLE ogs
- EXECUTABLE_ARGS data.prj
- TESTER vtkdiff
- REQUIREMENTS NOT OGS_USE_MPI
- DIFF_DATA
- uc_01_pcs_0_ts_3543_t_3.543000.vtu uc_01_pcs_0_ts_3543_t_3.543000.vtu displacement displacement 1e-13 0
- uc_01_pcs_0_ts_3543_t_3.543000.vtu uc_01_pcs_0_ts_3543_t_3.543000.vtu sigma sigma 1e-13 0
- uc_01_pcs_0_ts_3543_t_3.543000.vtu uc_01_pcs_0_ts_3543_t_3.543000.vtu epsilon epsilon 1e-13 0
- uc_01_pcs_0_ts_5000_t_5.000000.vtu uc_01_pcs_0_ts_5000_t_5.000000.vtu displacement displacement 1e-13 0
- uc_01_pcs_0_ts_5000_t_5.000000.vtu uc_01_pcs_0_ts_5000_t_5.000000.vtu sigma sigma 1e-13 0
- uc_01_pcs_0_ts_5000_t_5.000000.vtu uc_01_pcs_0_ts_5000_t_5.000000.vtu epsilon epsilon 1e-13 0
-)
-
-# Mechanics; Small deformations, Ehlers-damage Triaxial Compression (SDED)
-AddTest(
- NAME Mechanics_PlasticModel_SDED_Ehlers_Damage_TriaxialCompression
- PATH Mechanics/EhlersDamage/TriaxialCompression
- EXECUTABLE ogs
- EXECUTABLE_ARGS data.prj
- TESTER vtkdiff
- REQUIREMENTS NOT OGS_USE_MPI
- DIFF_DATA
- uc_01_pcs_0_ts_2823_t_2.823000.vtu uc_01_pcs_0_ts_2823_t_2.823000.vtu displacement displacement 1e-13 0
- uc_01_pcs_0_ts_2823_t_2.823000.vtu uc_01_pcs_0_ts_2823_t_2.823000.vtu sigma sigma 1e-13 0
- uc_01_pcs_0_ts_2823_t_2.823000.vtu uc_01_pcs_0_ts_2823_t_2.823000.vtu epsilon epsilon 1e-13 0
- uc_01_pcs_0_ts_5000_t_5.000000.vtu uc_01_pcs_0_ts_5000_t_5.000000.vtu displacement displacement 1e-13 0
- uc_01_pcs_0_ts_5000_t_5.000000.vtu uc_01_pcs_0_ts_5000_t_5.000000.vtu sigma sigma 1e-13 0
- uc_01_pcs_0_ts_5000_t_5.000000.vtu uc_01_pcs_0_ts_5000_t_5.000000.vtu epsilon epsilon 1e-13 0
-)
-
#With PETSc
AddTest(
NAME Parallel_Mechanics_SDL_disc_with_hole
diff --git a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/cube_1x1x1.gml b/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/cube_1x1x1.gml
deleted file mode 100644
index d7c9b920ac1..00000000000
--- a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/cube_1x1x1.gml
+++ /dev/null
@@ -1,3 +0,0 @@
-version https://git-lfs.github.com/spec/v1
-oid sha256:0db3fefd2e8e5f07be9410fc6db8df089673955c969d25ebfdd36e3c5f94cac8
-size 1617
diff --git a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/cube_1x1x1_hex_1e0.vtu b/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/cube_1x1x1_hex_1e0.vtu
deleted file mode 100644
index 7e182287a44..00000000000
--- a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/cube_1x1x1_hex_1e0.vtu
+++ /dev/null
@@ -1,3 +0,0 @@
-version https://git-lfs.github.com/spec/v1
-oid sha256:baa51eea253d1fe35591bc41b3723e19f1102bb6812ecef5d6aaa5766a53cdc7
-size 1437
diff --git a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/data.prj b/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/data.prj
deleted file mode 100755
index 645cce5d288..00000000000
--- a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/data.prj
+++ /dev/null
@@ -1,345 +0,0 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
-<OpenGeoSysProject>
- <mesh>cube_1x1x1_hex_1e0.vtu</mesh>
- <geometry>cube_1x1x1.gml</geometry>
- <processes>
- <process>
- <name>SD</name>
- <type>SMALL_DEFORMATION</type>
- <integration_order>2</integration_order>
- <constitutive_relation>
- <type>Ehlers</type>
- <shear_modulus>G</shear_modulus>
- <bulk_modulus>K</bulk_modulus>
- <kappa>kappa</kappa>
- <beta>beta</beta>
- <gamma>gamma</gamma>
- <hardening_modulus>hard</hardening_modulus>
- <alpha>alpha</alpha>
- <delta>delta</delta>
- <eps>epsilon</eps>
- <m>m</m>
- <alphap>alphap</alphap>
- <deltap>deltap</deltap>
- <epsp>epsilonp</epsp>
- <mp>mp</mp>
- <betap>betap</betap>
- <gammap>gammap</gammap>
- <damage_properties>
- <alpha_d>alphad</alpha_d>
- <beta_d>betad</beta_d>
- <h_d>hd</h_d>
- </damage_properties>
- <nonlinear_solver>
- <maximum_iterations>100</maximum_iterations>
- <error_tolerance>1e-14</error_tolerance>
- </nonlinear_solver>
- </constitutive_relation>
- <solid_density>rho_sr</solid_density>
- <specific_body_force>0 0 0</specific_body_force>
- <process_variables>
- <process_variable>displacement</process_variable>
- </process_variables>
- <secondary_variables>
- <secondary_variable type="static" internal_name="sigma" output_name="sigma"/>
- <secondary_variable type="static" internal_name="epsilon" output_name="epsilon"/>
- </secondary_variables>
- </process>
- </processes>
- <time_loop>
- <processes>
- <process ref="SD">
- <nonlinear_solver>basic_newton</nonlinear_solver>
- <convergence_criterion>
- <type>DeltaX</type>
- <norm_type>NORM2</norm_type>
- <abstol>1e-14</abstol>
- </convergence_criterion>
- <time_discretization>
- <type>BackwardEuler</type>
- </time_discretization>
- <output>
- <variables>
- <variable>displacement</variable>
- <variable>sigma</variable>
- <variable>epsilon</variable>
- </variables>
- </output>
- <time_stepping>
- <type>FixedTimeStepping</type>
- <t_initial>0</t_initial>
- <t_end>5.</t_end>
- <timesteps>
- <pair>
- <repeat>1</repeat>
- <delta_t>0.001</delta_t>
- </pair>
- <pair>
- <repeat>1000</repeat>
- <delta_t>0.001</delta_t>
- </pair>
- </timesteps>
- </time_stepping>
- </process>
- </processes>
- <output>
- <type>VTK</type>
- <prefix>uc_01</prefix>
- <timesteps>
- <pair>
- <repeat>1</repeat>
- <each_steps>2823</each_steps>
- </pair>
- <pair>
- <repeat>1</repeat>
- <each_steps>5000</each_steps>
- </pair>
- </timesteps>
- </output>
- </time_loop>
- <parameters>
- <parameter>
- <name>G</name>
- <type>Constant</type>
- <value>5000.</value>
- </parameter>
- <parameter>
- <name>K</name>
- <type>Constant</type>
- <value>8000.</value>
- </parameter>
- <parameter>
- <name>kappa</name>
- <type>Constant</type>
- <value>5.1</value>
- </parameter>
- <parameter>
- <name>beta</name>
- <type>Constant</type>
- <value>0.167</value>
- </parameter>
- <parameter>
- <name>gamma</name>
- <type>Constant</type>
- <value>1.</value>
- </parameter>
- <parameter>
- <name>hard</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>alpha</name>
- <type>Constant</type>
- <value>0.1</value>
- </parameter>
- <parameter>
- <name>delta</name>
- <type>Constant</type>
- <value>0.0</value>
- </parameter>
- <parameter>
- <name>epsilon</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>m</name>
- <type>Constant</type>
- <value>0.54</value>
- </parameter>
- <parameter>
- <name>alphap</name>
- <type>Constant</type>
- <value>0.1</value>
- </parameter>
- <parameter>
- <name>deltap</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>epsilonp</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>mp</name>
- <type>Constant</type>
- <value>0.54</value>
- </parameter>
- <parameter>
- <name>betap</name>
- <type>Constant</type>
- <value>0.167</value>
- </parameter>
- <parameter>
- <name>gammap</name>
- <type>Constant</type>
- <value>1.</value>
- </parameter>
- <parameter>
- <name>alphad</name>
- <type>Constant</type>
- <value>0.00001</value>
- </parameter>
- <parameter>
- <name>betad</name>
- <type>Constant</type>
- <value>0.05</value>
- </parameter>
- <parameter>
- <name>hd</name>
- <type>Constant</type>
- <value>15.0</value>
- </parameter>
- <parameter>
- <name>rho_sr</name>
- <type>Constant</type>
- <value>1</value>
- </parameter>
- <parameter>
- <name>displacement0</name>
- <type>Constant</type>
- <values>0 0 0</values>
- </parameter>
- <parameter>
- <name>Dirichlet_left</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>Dirichlet_bottom</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>Dirichlet_front</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>Dirichlet_top_spatial</name>
- <type>Constant</type>
- <value>1</value>
- </parameter>
- <parameter>
- <name>Neumann_spatial</name>
- <type>Constant</type>
- <value>1</value>
- </parameter>
- <parameter>
- <name>Dirichlet_top</name>
- <type>CurveScaled</type>
- <curve>Dirichlet_top_temporal</curve>
- <parameter>Dirichlet_top_spatial</parameter>
- </parameter>
- <parameter>
- <name>Neumann_force_right</name>
- <type>CurveScaled</type>
- <curve>Neumann_temporal_right</curve>
- <parameter>Neumann_spatial</parameter>
- </parameter>
- <parameter>
- <name>Neumann_force_top</name>
- <type>CurveScaled</type>
- <curve>Neumann_temporal_top</curve>
- <parameter>Neumann_spatial</parameter>
- </parameter>
- </parameters>
- <curves>
- <curve>
- <name>Dirichlet_top_temporal</name>
- <coords>0. 5.</coords>
- <values>0. -0.0025</values>
- </curve>
- <curve>
- <name>Neumann_temporal_right</name>
- <coords>0. 0.1 5.</coords>
- <values>0. -5. -5.</values>
- </curve>
- <curve>
- <name>Neumann_temporal_top</name>
- <coords>0. 0.1 5.</coords>
- <values>0. -5. -5.</values>
- </curve>
- </curves>
- <process_variables>
- <process_variable>
- <name>displacement</name>
- <components>3</components>
- <order>1</order>
- <initial_condition>displacement0</initial_condition>
- <boundary_conditions>
- <!-- fixed boundaries -->
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>left</geometry>
- <type>Dirichlet</type>
- <component>0</component>
- <parameter>Dirichlet_left</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>front</geometry>
- <type>Dirichlet</type>
- <component>1</component>
- <parameter>Dirichlet_front</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>bottom</geometry>
- <type>Dirichlet</type>
- <component>2</component>
- <parameter>Dirichlet_bottom</parameter>
- </boundary_condition>
- <!-- force -->
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>right</geometry>
- <type>Neumann</type>
- <component>0</component>
- <parameter>Neumann_force_right</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>back</geometry>
- <type>Dirichlet</type>
- <component>1</component>
- <parameter>Dirichlet_top</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>top</geometry>
- <type>Neumann</type>
- <component>2</component>
- <parameter>Neumann_force_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 BiCGSTAB -p jacobi -tol 1e-16 -maxiter 10000</lis>
- <eigen>
- <solver_type>BiCGSTAB</solver_type>
- <precon_type>DIAGONAL</precon_type>
- <max_iteration_step>10000</max_iteration_step>
- <error_tolerance>1e-16</error_tolerance>
- </eigen>
- <petsc>
- <prefix>sd</prefix>
- <parameters>-sd_ksp_type cg -sd_pc_type bjacobi -sd_ksp_rtol 1e-16 -sd_ksp_max_it 10000</parameters>
- </petsc>
- </linear_solver>
- </linear_solvers>
-</OpenGeoSysProject>
diff --git a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_1999_t_5.000000.vtu b/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_1999_t_5.000000.vtu
deleted file mode 100644
index d00bbde31cc..00000000000
--- a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_1999_t_5.000000.vtu
+++ /dev/null
@@ -1,3 +0,0 @@
-version https://git-lfs.github.com/spec/v1
-oid sha256:b4ec531bdd09fc11b04633f0194d6e4dc62ccea2061a2f28d2115c7ad1a4b9b1
-size 3544
diff --git a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_2823_t_2.823000.vtu b/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_2823_t_2.823000.vtu
deleted file mode 100644
index 7a097574982..00000000000
--- a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_2823_t_2.823000.vtu
+++ /dev/null
@@ -1,3 +0,0 @@
-version https://git-lfs.github.com/spec/v1
-oid sha256:ba991db2a1c474dd44205374dfec83c04f54581e01050d33fa1f85fd2575c601
-size 2932
diff --git a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_5000_t_5.000000.vtu b/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_5000_t_5.000000.vtu
deleted file mode 100644
index cb82836ba0d..00000000000
--- a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_5000_t_5.000000.vtu
+++ /dev/null
@@ -1,3 +0,0 @@
-version https://git-lfs.github.com/spec/v1
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--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/data.prj
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-<?xml version="1.0" encoding="ISO-8859-1"?>
-<OpenGeoSysProject>
- <mesh>cube_1x1x1_hex_1e0.vtu</mesh>
- <geometry>cube_1x1x1.gml</geometry>
- <processes>
- <process>
- <name>SD</name>
- <type>SMALL_DEFORMATION</type>
- <integration_order>2</integration_order>
- <constitutive_relation>
- <type>Ehlers</type>
- <shear_modulus>G</shear_modulus>
- <bulk_modulus>K</bulk_modulus>
- <kappa>kappa</kappa>
- <beta>beta</beta>
- <gamma>gamma</gamma>
- <hardening_modulus>hard</hardening_modulus>
- <alpha>alpha</alpha>
- <delta>delta</delta>
- <eps>epsilon</eps>
- <m>m</m>
- <alphap>alphap</alphap>
- <deltap>deltap</deltap>
- <epsp>epsilonp</epsp>
- <mp>mp</mp>
- <betap>betap</betap>
- <gammap>gammap</gammap>
- <damage_properties>
- <alpha_d>alphad</alpha_d>
- <beta_d>betad</beta_d>
- <h_d>hd</h_d>
- </damage_properties>
- <nonlinear_solver>
- <maximum_iterations>100</maximum_iterations>
- <error_tolerance>1e-14</error_tolerance>
- </nonlinear_solver>
- </constitutive_relation>
- <solid_density>rho_sr</solid_density>
- <specific_body_force>0 0 0</specific_body_force>
- <process_variables>
- <process_variable>displacement</process_variable>
- </process_variables>
- <secondary_variables>
- <secondary_variable type="static" internal_name="sigma" output_name="sigma"/>
- <secondary_variable type="static" internal_name="epsilon" output_name="epsilon"/>
- </secondary_variables>
- </process>
- </processes>
- <time_loop>
- <processes>
- <process ref="SD">
- <nonlinear_solver>basic_newton</nonlinear_solver>
- <convergence_criterion>
- <type>DeltaX</type>
- <norm_type>NORM2</norm_type>
- <abstol>1e-14</abstol>
- </convergence_criterion>
- <time_discretization>
- <type>BackwardEuler</type>
- </time_discretization>
- <output>
- <variables>
- <variable>displacement</variable>
- <variable>sigma</variable>
- <variable>epsilon</variable>
- </variables>
- </output>
- <time_stepping>
- <type>FixedTimeStepping</type>
- <t_initial>0</t_initial>
- <t_end>5.</t_end>
- <timesteps>
- <pair>
- <repeat>1</repeat>
- <delta_t>0.001</delta_t>
- </pair>
- <pair>
- <repeat>1000</repeat>
- <delta_t>0.001</delta_t>
- </pair>
- </timesteps>
- </time_stepping>
- </process>
- </processes>
- <output>
- <type>VTK</type>
- <prefix>uc_01</prefix>
- <timesteps>
- <pair>
- <repeat>1</repeat>
- <each_steps>3543</each_steps>
- </pair>
- <pair>
- <repeat>1</repeat>
- <each_steps>5000</each_steps>
- </pair>
- </timesteps>
- </output>
- </time_loop>
- <parameters>
- <parameter>
- <name>G</name>
- <type>Constant</type>
- <value>5000.</value>
- </parameter>
- <parameter>
- <name>K</name>
- <type>Constant</type>
- <value>8000.</value>
- </parameter>
- <parameter>
- <name>kappa</name>
- <type>Constant</type>
- <value>5.1</value>
- </parameter>
- <parameter>
- <name>beta</name>
- <type>Constant</type>
- <value>0.167</value>
- </parameter>
- <parameter>
- <name>gamma</name>
- <type>Constant</type>
- <value>1.</value>
- </parameter>
- <parameter>
- <name>hard</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>alpha</name>
- <type>Constant</type>
- <value>0.1</value>
- </parameter>
- <parameter>
- <name>delta</name>
- <type>Constant</type>
- <value>0.0</value>
- </parameter>
- <parameter>
- <name>epsilon</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>m</name>
- <type>Constant</type>
- <value>0.54</value>
- </parameter>
- <parameter>
- <name>alphap</name>
- <type>Constant</type>
- <value>0.1</value>
- </parameter>
- <parameter>
- <name>deltap</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>epsilonp</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>mp</name>
- <type>Constant</type>
- <value>0.54</value>
- </parameter>
- <parameter>
- <name>betap</name>
- <type>Constant</type>
- <value>0.167</value>
- </parameter>
- <parameter>
- <name>gammap</name>
- <type>Constant</type>
- <value>1.</value>
- </parameter>
- <parameter>
- <name>alphad</name>
- <type>Constant</type>
- <value>0.00001</value>
- </parameter>
- <parameter>
- <name>betad</name>
- <type>Constant</type>
- <value>0.05</value>
- </parameter>
- <parameter>
- <name>hd</name>
- <type>Constant</type>
- <value>15.0</value>
- </parameter>
- <parameter>
- <name>rho_sr</name>
- <type>Constant</type>
- <value>1</value>
- </parameter>
- <parameter>
- <name>displacement0</name>
- <type>Constant</type>
- <values>0 0 0</values>
- </parameter>
- <parameter>
- <name>Dirichlet_left</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>Dirichlet_bottom</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>Dirichlet_front</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>Dirichlet_top_spatial</name>
- <type>Constant</type>
- <value>1</value>
- </parameter>
- <parameter>
- <name>Neumann_spatial</name>
- <type>Constant</type>
- <value>1</value>
- </parameter>
- <parameter>
- <name>Dirichlet_top</name>
- <type>CurveScaled</type>
- <curve>Dirichlet_top_temporal</curve>
- <parameter>Dirichlet_top_spatial</parameter>
- </parameter>
- <parameter>
- <name>Neumann_force_right</name>
- <type>CurveScaled</type>
- <curve>Neumann_temporal_right</curve>
- <parameter>Neumann_spatial</parameter>
- </parameter>
- <parameter>
- <name>Neumann_force_top</name>
- <type>CurveScaled</type>
- <curve>Neumann_temporal_top</curve>
- <parameter>Neumann_spatial</parameter>
- </parameter>
- </parameters>
- <curves>
- <curve>
- <name>Dirichlet_top_temporal</name>
- <coords>0. 5.</coords>
- <values>0. -0.0015</values>
- </curve>
- <curve>
- <name>Neumann_temporal_right</name>
- <coords>0. 5.</coords>
- <values>0. 0.</values>
- </curve>
- <curve>
- <name>Neumann_temporal_top</name>
- <coords>0. 5.</coords>
- <values>0. 0.</values>
- </curve>
- </curves>
- <process_variables>
- <process_variable>
- <name>displacement</name>
- <components>3</components>
- <order>1</order>
- <initial_condition>displacement0</initial_condition>
- <boundary_conditions>
- <!-- fixed boundaries -->
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>left</geometry>
- <type>Dirichlet</type>
- <component>0</component>
- <parameter>Dirichlet_left</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>front</geometry>
- <type>Dirichlet</type>
- <component>1</component>
- <parameter>Dirichlet_front</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>bottom</geometry>
- <type>Dirichlet</type>
- <component>2</component>
- <parameter>Dirichlet_bottom</parameter>
- </boundary_condition>
- <!-- force -->
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>right</geometry>
- <type>Neumann</type>
- <component>0</component>
- <parameter>Neumann_force_right</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>back</geometry>
- <type>Dirichlet</type>
- <component>1</component>
- <parameter>Dirichlet_top</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>top</geometry>
- <type>Neumann</type>
- <component>2</component>
- <parameter>Neumann_force_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 BiCGSTAB -p jacobi -tol 1e-16 -maxiter 10000</lis>
- <eigen>
- <solver_type>BiCGSTAB</solver_type>
- <precon_type>DIAGONAL</precon_type>
- <max_iteration_step>10000</max_iteration_step>
- <error_tolerance>1e-16</error_tolerance>
- </eigen>
- <petsc>
- <prefix>sd</prefix>
- <parameters>-sd_ksp_type cg -sd_pc_type bjacobi -sd_ksp_rtol 1e-16 -sd_ksp_max_it 10000</parameters>
- </petsc>
- </linear_solver>
- </linear_solvers>
-</OpenGeoSysProject>
diff --git a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_1062_t_2.657500.vtu b/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_1062_t_2.657500.vtu
deleted file mode 100644
index 95c3252aefc..00000000000
--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_1062_t_2.657500.vtu
+++ /dev/null
@@ -1,3 +0,0 @@
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deleted file mode 100644
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deleted file mode 100644
index c191de66781..00000000000
--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_3823_t_3.823000.vtu
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deleted file mode 100644
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diff --git a/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/cube_1x1x1.gml b/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/cube_1x1x1.gml
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deleted file mode 100644
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index f6f7eee3c65..00000000000
--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/data.prj
+++ /dev/null
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-<?xml version="1.0" encoding="ISO-8859-1"?>
-<OpenGeoSysProject>
- <mesh>cube_1x1x1_hex_1e0.vtu</mesh>
- <geometry>cube_1x1x1.gml</geometry>
- <processes>
- <process>
- <name>SD</name>
- <type>SMALL_DEFORMATION</type>
- <integration_order>2</integration_order>
- <constitutive_relation>
- <type>Ehlers</type>
- <shear_modulus>G</shear_modulus>
- <bulk_modulus>K</bulk_modulus>
- <kappa>kappa</kappa>
- <beta>beta</beta>
- <gamma>gamma</gamma>
- <hardening_modulus>hard</hardening_modulus>
- <alpha>alpha</alpha>
- <delta>delta</delta>
- <eps>epsilon</eps>
- <m>m</m>
- <alphap>alphap</alphap>
- <deltap>deltap</deltap>
- <epsp>epsilonp</epsp>
- <mp>mp</mp>
- <betap>betap</betap>
- <gammap>gammap</gammap>
- <damage_properties>
- <alpha_d>alphad</alpha_d>
- <beta_d>betad</beta_d>
- <h_d>hd</h_d>
- </damage_properties>
- <nonlinear_solver>
- <maximum_iterations>100</maximum_iterations>
- <error_tolerance>1e-14</error_tolerance>
- </nonlinear_solver>
- </constitutive_relation>
- <solid_density>rho_sr</solid_density>
- <specific_body_force>0 0 0</specific_body_force>
- <process_variables>
- <process_variable>displacement</process_variable>
- </process_variables>
- <secondary_variables>
- <secondary_variable type="static" internal_name="sigma" output_name="sigma"/>
- <secondary_variable type="static" internal_name="epsilon" output_name="epsilon"/>
-
- <secondary_variable type="static" internal_name="damage.value" output_name="damage_value"/>
- <secondary_variable type="static" internal_name="damage.kappa_d" output_name="damage_kappa_d"/>
- <secondary_variable type="static" internal_name="eps_p.D" output_name="eps_p_D"/>
- <secondary_variable type="static" internal_name="eps_p.V" output_name="eps_p_V"/>
- <secondary_variable type="static" internal_name="eps_p.eff" output_name="eps_p_eff"/>
- </secondary_variables>
- </process>
- </processes>
- <time_loop>
- <processes>
- <process ref="SD">
- <nonlinear_solver>basic_newton</nonlinear_solver>
- <convergence_criterion>
- <type>DeltaX</type>
- <norm_type>NORM2</norm_type>
- <abstol>1e-16</abstol>
- </convergence_criterion>
- <time_discretization>
- <type>BackwardEuler</type>
- </time_discretization>
- <output>
- <variables>
- <variable>displacement</variable>
-
- <variable>sigma</variable>
- <variable>epsilon</variable>
-
- <variable>damage_value</variable>
- <variable>damage_kappa_d</variable>
- <variable>eps_p_D</variable>
- <variable>eps_p_V</variable>
- <variable>eps_p_eff</variable>
- </variables>
- </output>
- <time_stepping>
- <type>FixedTimeStepping</type>
- <t_initial>0</t_initial>
- <t_end>5.</t_end>
- <timesteps>
- <pair>
- <repeat>1</repeat>
- <delta_t>0.001</delta_t>
- </pair>
- <pair>
- <repeat>1000</repeat>
- <delta_t>0.001</delta_t>
- </pair>
- </timesteps>
- </time_stepping>
- </process>
- </processes>
- <output>
- <type>VTK</type>
- <prefix>uc_01</prefix>
- <timesteps>
- <pair>
- <repeat>1</repeat>
- <each_steps>3276</each_steps>
- </pair>
- <pair>
- <repeat>1</repeat>
- <each_steps>10000</each_steps>
- </pair>
- </timesteps>
- </output>
- </time_loop>
- <parameters>
- <parameter>
- <name>G</name>
- <type>Constant</type>
- <value>5000.</value>
- </parameter>
- <parameter>
- <name>K</name>
- <type>Constant</type>
- <value>8000.</value>
- </parameter>
- <parameter>
- <name>kappa</name>
- <type>Constant</type>
- <value>5.1</value>
- </parameter>
- <parameter>
- <name>beta</name>
- <type>Constant</type>
- <value>0.167</value>
- </parameter>
- <parameter>
- <name>gamma</name>
- <type>Constant</type>
- <value>1.</value>
- </parameter>
- <parameter>
- <name>hard</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>alpha</name>
- <type>Constant</type>
- <value>0.1</value>
- </parameter>
- <parameter>
- <name>delta</name>
- <type>Constant</type>
- <value>0.0</value>
- </parameter>
- <parameter>
- <name>epsilon</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>m</name>
- <type>Constant</type>
- <value>0.54</value>
- </parameter>
- <parameter>
- <name>alphap</name>
- <type>Constant</type>
- <value>0.1</value>
- </parameter>
- <parameter>
- <name>deltap</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>epsilonp</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>mp</name>
- <type>Constant</type>
- <value>0.54</value>
- </parameter>
- <parameter>
- <name>betap</name>
- <type>Constant</type>
- <value>0.167</value>
- </parameter>
- <parameter>
- <name>gammap</name>
- <type>Constant</type>
- <value>1.</value>
- </parameter>
- <parameter>
- <name>alphad</name>
- <type>Constant</type>
- <value>0.00001</value>
- </parameter>
- <parameter>
- <name>betad</name>
- <type>Constant</type>
- <value>0.05</value>
- </parameter>
- <parameter>
- <name>hd</name>
- <type>Constant</type>
- <value>15.0</value>
- </parameter>
- <parameter>
- <name>rho_sr</name>
- <type>Constant</type>
- <value>1</value>
- </parameter>
- <parameter>
- <name>displacement0</name>
- <type>Constant</type>
- <values>0 0 0</values>
- </parameter>
- <parameter>
- <name>Dirichlet_left</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>Dirichlet_bottom</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>Dirichlet_front</name>
- <type>Constant</type>
- <value>0.</value>
- </parameter>
- <parameter>
- <name>Dirichlet_top_spatial</name>
- <type>Constant</type>
- <value>1</value>
- </parameter>
- <parameter>
- <name>Neumann_spatial</name>
- <type>Constant</type>
- <value>1</value>
- </parameter>
- <parameter>
- <name>Dirichlet_top</name>
- <type>CurveScaled</type>
- <curve>Dirichlet_top_temporal</curve>
- <parameter>Dirichlet_top_spatial</parameter>
- </parameter>
- <parameter>
- <name>Neumann_force_right</name>
- <type>CurveScaled</type>
- <curve>Neumann_temporal_right</curve>
- <parameter>Neumann_spatial</parameter>
- </parameter>
- <parameter>
- <name>Neumann_force_top</name>
- <type>CurveScaled</type>
- <curve>Neumann_temporal_top</curve>
- <parameter>Neumann_spatial</parameter>
- </parameter>
- </parameters>
- <curves>
- <curve>
- <name>Dirichlet_top_temporal</name>
- <coords>0. 4. 4.1 4.8 4.9 5.</coords>
- <values>0. 0.0006 0.00015 0.00065 0.0002 0.00066</values>
- </curve>
- <curve>
- <name>Neumann_temporal_right</name>
- <coords>0. 5.</coords>
- <values>0. 0.</values>
- </curve>
- <curve>
- <name>Neumann_temporal_top</name>
- <coords>0. 5.</coords>
- <values>0. 0.</values>
- </curve>
- </curves>
- <process_variables>
- <process_variable>
- <name>displacement</name>
- <components>3</components>
- <order>1</order>
- <initial_condition>displacement0</initial_condition>
- <boundary_conditions>
- <!-- fixed boundaries -->
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>left</geometry>
- <type>Dirichlet</type>
- <component>0</component>
- <parameter>Dirichlet_left</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>front</geometry>
- <type>Dirichlet</type>
- <component>1</component>
- <parameter>Dirichlet_front</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>bottom</geometry>
- <type>Dirichlet</type>
- <component>2</component>
- <parameter>Dirichlet_bottom</parameter>
- </boundary_condition>
- <!-- force -->
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>right</geometry>
- <type>Neumann</type>
- <component>0</component>
- <parameter>Neumann_force_right</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>back</geometry>
- <type>Dirichlet</type>
- <component>1</component>
- <parameter>Dirichlet_top</parameter>
- </boundary_condition>
- <boundary_condition>
- <geometrical_set>cube_1x1x1_geometry</geometrical_set>
- <geometry>top</geometry>
- <type>Neumann</type>
- <component>2</component>
- <parameter>Neumann_force_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 BiCGSTAB -p jacobi -tol 1e-16 -maxiter 10000</lis>
- <eigen>
- <solver_type>BiCGSTAB</solver_type>
- <precon_type>DIAGONAL</precon_type>
- <max_iteration_step>10000</max_iteration_step>
- <error_tolerance>1e-16</error_tolerance>
- </eigen>
- <petsc>
- <prefix>sd</prefix>
- <parameters>-sd_ksp_type cg -sd_pc_type bjacobi -sd_ksp_rtol 1e-16 -sd_ksp_max_it 10000</parameters>
- </petsc>
- </linear_solver>
- </linear_solvers>
-</OpenGeoSysProject>
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GitLab