diff --git a/ProcessLib/SmallDeformation/Tests.cmake b/ProcessLib/SmallDeformation/Tests.cmake
index c4b68154b9a821472dea8cefbac983e62073ed48..b2849c3d7442e7e33177f8dfca7bb35236e76e21 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 d7c9b920ac153fd4444d7b959cde404cbe78582f..0000000000000000000000000000000000000000
--- 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 7e182287a44b78741a25cbcfabc2e0109d918d54..0000000000000000000000000000000000000000
--- 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 645cce5d28894f17d640c933d05db2910b793054..0000000000000000000000000000000000000000
--- 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 d00bbde31ccb91b25d826e431688cece60c5cbfe..0000000000000000000000000000000000000000
--- 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 7a097574982ff85a0ef76b56dc5bc5bca07b70ac..0000000000000000000000000000000000000000
--- 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 cb82836ba0dc0d7597ee0abb27054709497e24e8..0000000000000000000000000000000000000000
--- 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
-oid sha256:e75ee0db25f7530a0f3c75a81229f455c464276ec80f0a3dcc98b9cf848f51f0
-size 2912
diff --git a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_882_t_0.882000.vtu b/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_882_t_0.882000.vtu
deleted file mode 100644
index 4fab5b87be87f3b5de46d74db0844e289bec3f3b..0000000000000000000000000000000000000000
--- a/Tests/Data/Mechanics/EhlersDamage/TriaxialCompression/uc_01_pcs_0_ts_882_t_0.882000.vtu
+++ /dev/null
@@ -1,3 +0,0 @@
-version https://git-lfs.github.com/spec/v1
-oid sha256:d33fe87a22c98ceacb198138e9f29ab159457ad076e6ef3121bf48668df45d21
-size 3590
diff --git a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/cube_1x1x1.gml b/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/cube_1x1x1.gml
deleted file mode 100644
index d7c9b920ac153fd4444d7b959cde404cbe78582f..0000000000000000000000000000000000000000
--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/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/UniaxialCompression/cube_1x1x1_hex_1e0.vtu b/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/cube_1x1x1_hex_1e0.vtu
deleted file mode 100644
index 7e182287a44b78741a25cbcfabc2e0109d918d54..0000000000000000000000000000000000000000
--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/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/UniaxialCompression/data.prj b/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/data.prj
deleted file mode 100755
index 8cca20d8e7ca050cd7895371e4261ca0bd963862..0000000000000000000000000000000000000000
--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/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>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
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--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_1062_t_2.657500.vtu
+++ /dev/null
@@ -1,3 +0,0 @@
-version https://git-lfs.github.com/spec/v1
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diff --git a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_3543_t_3.543000.vtu b/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_3543_t_3.543000.vtu
deleted file mode 100644
index a3f24de24527471e65f9accc3ce9020ccc5f92e4..0000000000000000000000000000000000000000
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diff --git a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_3823_t_3.823000.vtu b/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_3823_t_3.823000.vtu
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index c191de6678195baff08ea7c1d9fd1fb43eb88bb6..0000000000000000000000000000000000000000
--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialCompression/uc_01_pcs_0_ts_3823_t_3.823000.vtu
+++ /dev/null
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deleted file mode 100644
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+++ /dev/null
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diff --git a/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/cube_1x1x1.gml b/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/cube_1x1x1.gml
deleted file mode 100644
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diff --git a/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/cube_1x1x1_hex_1e0.vtu b/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/cube_1x1x1_hex_1e0.vtu
deleted file mode 100644
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diff --git a/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/data.prj b/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/data.prj
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index f6f7eee3c653ba374f098ad08c50d8b5fdcf45f1..0000000000000000000000000000000000000000
--- a/Tests/Data/Mechanics/EhlersDamage/UniaxialTension/data.prj
+++ /dev/null
@@ -1,358 +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_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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