diff --git a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerFracture-impl.h b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerFracture-impl.h
index b22efe8d929549f4fe4f31a575877365041c6528..72a7f8942fd74c30573d8ca700a4d9edccc4f5c1 100644
--- a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerFracture-impl.h
+++ b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerFracture-impl.h
@@ -18,6 +18,7 @@
#include "NumLib/Fem/InitShapeMatrices.h"
#include "ProcessLib/LIE/Common/LevelSetFunction.h"
#include "ProcessLib/LIE/Common/Utils.h"
+#include "ProcessLib/Utils/SetOrGetIntegrationPointData.h"
#include "SmallDeformationLocalAssemblerFracture.h"
namespace ProcessLib
@@ -260,7 +261,8 @@ void SmallDeformationLocalAssemblerFracture<ShapeFunction, DisplacementDim>::
_integration_method.getNumberOfPoints();
ParameterLib::SpatialPosition x_position;
- x_position.setElementID(_element.getID());
+ auto const e_id = _element.getID();
+ x_position.setElementID(e_id);
std::vector<Eigen::VectorXd> vec_nodal_g;
for (unsigned i = 0; i < n_enrich_var; i++)
@@ -324,10 +326,8 @@ void SmallDeformationLocalAssemblerFracture<ShapeFunction, DisplacementDim>::
}
double ele_b = 0;
- typename HMatricesType::ForceVectorType ele_sigma =
- HMatricesType::ForceVectorType::Zero(DisplacementDim);
- typename HMatricesType::ForceVectorType ele_w =
- HMatricesType::ForceVectorType::Zero(DisplacementDim);
+ ForceVectorType ele_sigma = ForceVectorType::Zero(DisplacementDim);
+ ForceVectorType ele_w = ForceVectorType::Zero(DisplacementDim);
for (unsigned ip = 0; ip < n_integration_points; ip++)
{
@@ -340,12 +340,49 @@ void SmallDeformationLocalAssemblerFracture<ShapeFunction, DisplacementDim>::
ele_w /= n_integration_points;
ele_sigma /= n_integration_points;
(*_process_data._mesh_prop_b)[_element.getID()] = ele_b;
- (*_process_data._mesh_prop_w_n)[_element.getID()] = ele_w[index_normal];
- (*_process_data._mesh_prop_w_s)[_element.getID()] = ele_w[0];
- (*_process_data._mesh_prop_fracture_stress_normal)[_element.getID()] =
- ele_sigma[index_normal];
- (*_process_data._mesh_prop_fracture_stress_shear)[_element.getID()] =
- ele_sigma[0];
+
+ Eigen::Map<GlobalDimVectorType>(
+ &(*_process_data.element_fracture_stresses)[e_id * DisplacementDim]) =
+ ele_sigma;
+
+ Eigen::Map<GlobalDimVectorType>(
+ &(*_process_data.element_local_jumps)[e_id * DisplacementDim]) = ele_w;
+}
+
+template <typename ShapeFunction, int DisplacementDim>
+std::vector<double> const&
+SmallDeformationLocalAssemblerFracture<ShapeFunction, DisplacementDim>::
+ getIntPtFractureStress(
+ const double /*t*/,
+ std::vector<GlobalVector*> const& /*x*/,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ std::vector<double>& cache) const
+{
+ unsigned const n_integration_points = _ip_data.size();
+ cache.clear();
+ auto cache_matrix = MathLib::createZeroedMatrix<Eigen::Matrix<
+ double, DisplacementDim, Eigen::Dynamic, Eigen::RowMajor>>(
+ cache, DisplacementDim, n_integration_points);
+
+ for (unsigned ip = 0; ip < n_integration_points; ip++)
+ {
+ cache_matrix.col(ip).noalias() = _ip_data[ip].sigma;
+ }
+
+ return cache;
+}
+
+template <typename ShapeFunction, int DisplacementDim>
+std::vector<double> const&
+SmallDeformationLocalAssemblerFracture<ShapeFunction, DisplacementDim>::
+ getIntPtFractureAperture(
+ const double /*t*/,
+ std::vector<GlobalVector*> const& /*x*/,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ std::vector<double>& cache) const
+{
+ return ProcessLib::getIntegrationPointScalarData(
+ _ip_data, &IntegrationPointDataType::aperture, cache);
}
} // namespace SmallDeformation
diff --git a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerFracture.h b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerFracture.h
index a20d883be76062ba041436a95f54bbc0fcb2495f..e363dc664eb19ac4656fcf681e9ba8b995b01184 100644
--- a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerFracture.h
+++ b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerFracture.h
@@ -47,6 +47,7 @@ public:
typename HMatricesType::NodalForceVectorType;
using ForceVectorType = typename HMatricesType::ForceVectorType;
+ using GlobalDimVectorType = Eigen::Matrix<double, DisplacementDim, 1>;
SmallDeformationLocalAssemblerFracture(
SmallDeformationLocalAssemblerFracture const&) = delete;
@@ -104,143 +105,49 @@ public:
return Eigen::Map<const Eigen::RowVectorXd>(N.data(), N.size());
}
- std::vector<double> const& getIntPtSigmaXX(
+ std::vector<double> const& getIntPtSigma(
const double /*t*/,
std::vector<GlobalVector*> const& /*x*/,
std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
std::vector<double>& cache) const override
{
- return getIntPtSigma(cache, 0);
- }
-
- std::vector<double> const& getIntPtSigmaYY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 1);
- }
-
- std::vector<double> const& getIntPtSigmaZZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 2);
- }
-
- std::vector<double> const& getIntPtSigmaXY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 3);
- }
-
- std::vector<double> const& getIntPtSigmaXZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- assert(DisplacementDim == 3);
- return getIntPtSigma(cache, 4);
- }
-
- std::vector<double> const& getIntPtSigmaYZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- assert(DisplacementDim == 3);
- return getIntPtSigma(cache, 5);
- }
-
- std::vector<double> const& getIntPtEpsilonXX(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 0);
- }
-
- std::vector<double> const& getIntPtEpsilonYY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 1);
- }
-
- std::vector<double> const& getIntPtEpsilonZZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 2);
- }
-
- std::vector<double> const& getIntPtEpsilonXY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 3);
- }
-
- std::vector<double> const& getIntPtEpsilonXZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- assert(DisplacementDim == 3);
- return getIntPtEpsilon(cache, 4);
+ cache.resize(0);
+ return cache;
}
- std::vector<double> const& getIntPtEpsilonYZ(
+ std::vector<double> const& getIntPtEpsilon(
const double /*t*/,
std::vector<GlobalVector*> const& /*x*/,
std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
std::vector<double>& cache) const override
- {
- assert(DisplacementDim == 3);
- return getIntPtEpsilon(cache, 5);
- }
-
-private:
- static std::vector<double> const& getIntPtSigma(
- std::vector<double>& cache, std::size_t const /*component*/)
{
cache.resize(0);
return cache;
}
- static std::vector<double> const& getIntPtEpsilon(
- std::vector<double>& cache, std::size_t const /*component*/)
- {
- cache.resize(0);
+ std::vector<double> const& getIntPtFractureStress(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
+ std::vector<double>& cache) const override;
- return cache;
- }
+ std::vector<double> const& getIntPtFractureAperture(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
+ std::vector<double>& cache) const override;
+private:
SmallDeformationProcessData<DisplacementDim>& _process_data;
std::vector<FractureProperty*> _fracture_props;
std::vector<JunctionProperty*> _junction_props;
std::unordered_map<int, int> _fracID_to_local;
FractureProperty const* _fracture_property = nullptr;
- std::vector<IntegrationPointDataFracture<HMatricesType, DisplacementDim>,
- Eigen::aligned_allocator<IntegrationPointDataFracture<
- HMatricesType, DisplacementDim>>>
+ using IntegrationPointDataType =
+ IntegrationPointDataFracture<HMatricesType, DisplacementDim>;
+ std::vector<IntegrationPointDataType,
+ Eigen::aligned_allocator<IntegrationPointDataType>>
_ip_data;
NumLib::GenericIntegrationMethod const& _integration_method;
diff --git a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerInterface.h b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerInterface.h
index e05750b7f3b9b566e3ce1629e23b1c20655149c9..a9c7999bcbc3ec660a87d831b23cf4c44215989d 100644
--- a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerInterface.h
+++ b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerInterface.h
@@ -101,76 +101,28 @@ public:
computeSecondaryVariableConcreteWithVector(t, _local_u);
}
- virtual std::vector<double> const& getIntPtSigmaXX(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ virtual std::vector<double> const& getIntPtSigma(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
std::vector<double>& cache) const = 0;
- virtual std::vector<double> const& getIntPtSigmaYY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ virtual std::vector<double> const& getIntPtEpsilon(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
std::vector<double>& cache) const = 0;
- virtual std::vector<double> const& getIntPtSigmaZZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ virtual std::vector<double> const& getIntPtFractureStress(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
std::vector<double>& cache) const = 0;
- virtual std::vector<double> const& getIntPtSigmaXY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const = 0;
-
- virtual std::vector<double> const& getIntPtSigmaXZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const = 0;
-
- virtual std::vector<double> const& getIntPtSigmaYZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const = 0;
-
- virtual std::vector<double> const& getIntPtEpsilonXX(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const = 0;
-
- virtual std::vector<double> const& getIntPtEpsilonYY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const = 0;
-
- virtual std::vector<double> const& getIntPtEpsilonZZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const = 0;
-
- virtual std::vector<double> const& getIntPtEpsilonXY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const = 0;
-
- virtual std::vector<double> const& getIntPtEpsilonXZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const = 0;
-
- virtual std::vector<double> const& getIntPtEpsilonYZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ virtual std::vector<double> const& getIntPtFractureAperture(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
std::vector<double>& cache) const = 0;
protected:
diff --git a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrix-impl.h b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrix-impl.h
index b44daaf2ba70fc67fadbf671f3b8d715cf3a51f4..fc19e7c026c0c95e23d9f7ab3d93f67b5eea3d82 100644
--- a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrix-impl.h
+++ b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrix-impl.h
@@ -17,12 +17,14 @@
#include "IntegrationPointDataMatrix.h"
#include "MaterialLib/PhysicalConstant.h"
#include "MaterialLib/SolidModels/SelectSolidConstitutiveRelation.h"
+#include "MathLib/KelvinVector.h"
#include "MathLib/LinAlg/Eigen/EigenMapTools.h"
#include "NumLib/Fem/InitShapeMatrices.h"
#include "NumLib/Fem/ShapeMatrixPolicy.h"
#include "ProcessLib/Deformation/BMatrixPolicy.h"
#include "ProcessLib/Deformation/LinearBMatrix.h"
#include "ProcessLib/LIE/SmallDeformation/SmallDeformationProcessData.h"
+#include "ProcessLib/Utils/SetOrGetIntegrationPointData.h"
#include "SecondaryData.h"
#include "SmallDeformationLocalAssemblerInterface.h"
#include "SmallDeformationLocalAssemblerMatrix.h"
@@ -175,41 +177,46 @@ void SmallDeformationLocalAssemblerMatrix<ShapeFunction, DisplacementDim>::
double const /*t*/, Eigen::VectorXd const& /*local_x*/)
{
// Compute average value per element
- const int n = DisplacementDim == 2 ? 4 : 6;
- Eigen::VectorXd ele_stress = Eigen::VectorXd::Zero(n);
- Eigen::VectorXd ele_strain = Eigen::VectorXd::Zero(n);
+ using KV = MathLib::KelvinVector::KelvinVectorType<DisplacementDim>;
+ KV sigma_avg = KV::Zero();
+ auto const e_id = _element.getID();
unsigned const n_integration_points =
_integration_method.getNumberOfPoints();
for (unsigned ip = 0; ip < n_integration_points; ip++)
{
- auto const& ip_data = _ip_data[ip];
-
- ele_stress += ip_data._sigma;
- ele_strain += ip_data._eps;
- }
- ele_stress /= n_integration_points;
- ele_strain /= n_integration_points;
-
- (*_process_data._mesh_prop_stress_xx)[_element.getID()] = ele_stress[0];
- (*_process_data._mesh_prop_stress_yy)[_element.getID()] = ele_stress[1];
- (*_process_data._mesh_prop_stress_zz)[_element.getID()] = ele_stress[2];
- (*_process_data._mesh_prop_stress_xy)[_element.getID()] = ele_stress[3];
- if (DisplacementDim == 3)
- {
- (*_process_data._mesh_prop_stress_yz)[_element.getID()] = ele_stress[4];
- (*_process_data._mesh_prop_stress_xz)[_element.getID()] = ele_stress[5];
+ sigma_avg += _ip_data[ip]._sigma;
}
+ sigma_avg /= n_integration_points;
- (*_process_data._mesh_prop_strain_xx)[_element.getID()] = ele_strain[0];
- (*_process_data._mesh_prop_strain_yy)[_element.getID()] = ele_strain[1];
- (*_process_data._mesh_prop_strain_zz)[_element.getID()] = ele_strain[2];
- (*_process_data._mesh_prop_strain_xy)[_element.getID()] = ele_strain[3];
- if (DisplacementDim == 3)
- {
- (*_process_data._mesh_prop_strain_yz)[_element.getID()] = ele_strain[4];
- (*_process_data._mesh_prop_strain_xz)[_element.getID()] = ele_strain[5];
- }
+ Eigen::Map<KV>(
+ &(*_process_data.element_stresses)[e_id * KV::RowsAtCompileTime]) =
+ MathLib::KelvinVector::kelvinVectorToSymmetricTensor(sigma_avg);
+}
+
+template <typename ShapeFunction, int DisplacementDim>
+std::vector<double> const&
+SmallDeformationLocalAssemblerMatrix<ShapeFunction, DisplacementDim>::
+ getIntPtSigma(
+ const double /*t*/,
+ std::vector<GlobalVector*> const& /*x*/,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ std::vector<double>& cache) const
+{
+ return ProcessLib::getIntegrationPointKelvinVectorData<DisplacementDim>(
+ _ip_data, &IntegrationPointDataType::_sigma, cache);
+}
+template <typename ShapeFunction, int DisplacementDim>
+std::vector<double> const&
+SmallDeformationLocalAssemblerMatrix<ShapeFunction, DisplacementDim>::
+ getIntPtEpsilon(
+ const double /*t*/,
+ std::vector<GlobalVector*> const& /*x*/,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ std::vector<double>& cache) const
+{
+ return ProcessLib::getIntegrationPointKelvinVectorData<DisplacementDim>(
+ _ip_data, &IntegrationPointDataType::_eps, cache);
}
} // namespace SmallDeformation
diff --git a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrix.h b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrix.h
index e98b7fecc574183b76a8b7bc7d34929ad1e33b04..b624622d5ea32c2ddb5e997c481e1b13ddfb44ef 100644
--- a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrix.h
+++ b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrix.h
@@ -104,167 +104,46 @@ public:
return Eigen::Map<const Eigen::RowVectorXd>(N.data(), N.size());
}
- std::vector<double> const& getIntPtSigmaXX(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 0);
- }
-
- std::vector<double> const& getIntPtSigmaYY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 1);
- }
-
- std::vector<double> const& getIntPtSigmaZZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 2);
- }
-
- std::vector<double> const& getIntPtSigmaXY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 3);
- }
-
- std::vector<double> const& getIntPtSigmaXZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- assert(DisplacementDim == 3);
- return getIntPtSigma(cache, 4);
- }
-
- std::vector<double> const& getIntPtSigmaYZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- assert(DisplacementDim == 3);
- return getIntPtSigma(cache, 5);
- }
-
- std::vector<double> const& getIntPtEpsilonXX(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 0);
- }
-
- std::vector<double> const& getIntPtEpsilonYY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 1);
- }
+ std::vector<double> const& getIntPtSigma(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
+ std::vector<double>& cache) const override;
- std::vector<double> const& getIntPtEpsilonZZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 2);
- }
-
- std::vector<double> const& getIntPtEpsilonXY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 3);
- }
+ std::vector<double> const& getIntPtEpsilon(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
+ std::vector<double>& cache) const override;
- std::vector<double> const& getIntPtEpsilonXZ(
+ std::vector<double> const& getIntPtFractureStress(
const double /*t*/,
std::vector<GlobalVector*> const& /*x*/,
std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
std::vector<double>& cache) const override
{
- assert(DisplacementDim == 3);
- return getIntPtEpsilon(cache, 4);
+ cache.resize(0);
+ return cache;
}
- std::vector<double> const& getIntPtEpsilonYZ(
+ std::vector<double> const& getIntPtFractureAperture(
const double /*t*/,
std::vector<GlobalVector*> const& /*x*/,
std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
std::vector<double>& cache) const override
{
- assert(DisplacementDim == 3);
- return getIntPtEpsilon(cache, 5);
- }
-
-private:
- std::vector<double> const& getIntPtSigma(std::vector<double>& cache,
- std::size_t const component) const
- {
- cache.clear();
- cache.reserve(_ip_data.size());
-
- for (auto const& ip_data : _ip_data)
- {
- if (component < 3)
- { // xx, yy, zz components
- cache.push_back(ip_data._sigma[component]);
- }
- else
- { // mixed xy, yz, xz components
- cache.push_back(ip_data._sigma[component] / std::sqrt(2));
- }
- }
-
- return cache;
- }
-
- std::vector<double> const& getIntPtEpsilon(
- std::vector<double>& cache, std::size_t const component) const
- {
- cache.clear();
- cache.reserve(_ip_data.size());
-
- for (auto const& ip_data : _ip_data)
- {
- if (component < 3)
- { // xx, yy, zz components
- cache.push_back(ip_data._eps[component]);
- }
- else
- { // mixed xy, yz, xz components
- cache.push_back(ip_data._eps[component] / std::sqrt(2));
- }
- }
-
+ cache.resize(0);
return cache;
}
+private:
SmallDeformationProcessData<DisplacementDim>& _process_data;
- std::vector<IntegrationPointDataMatrix<ShapeMatricesType, BMatricesType,
- DisplacementDim>,
- Eigen::aligned_allocator<IntegrationPointDataMatrix<
- ShapeMatricesType, BMatricesType, DisplacementDim>>>
+ using IntegrationPointDataType =
+ IntegrationPointDataMatrix<ShapeMatricesType, BMatricesType,
+ DisplacementDim>;
+ std::vector<IntegrationPointDataType,
+ Eigen::aligned_allocator<IntegrationPointDataType>>
_ip_data;
NumLib::GenericIntegrationMethod const& _integration_method;
diff --git a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrixNearFracture-impl.h b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrixNearFracture-impl.h
index 1ce7f1f3942018fe172516ce5a69b92be64eb517..ae5a12b8d04d395d82062bcc3606639068d53f8d 100644
--- a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrixNearFracture-impl.h
+++ b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrixNearFracture-impl.h
@@ -28,6 +28,7 @@
#include "ProcessLib/Deformation/LinearBMatrix.h"
#include "ProcessLib/LIE/Common/LevelSetFunction.h"
#include "ProcessLib/LIE/Common/Utils.h"
+#include "ProcessLib/Utils/SetOrGetIntegrationPointData.h"
#include "SecondaryData.h"
#include "SmallDeformationLocalAssemblerInterface.h"
#include "SmallDeformationLocalAssemblerMatrixNearFracture.h"
@@ -309,41 +310,46 @@ void SmallDeformationLocalAssemblerMatrixNearFracture<ShapeFunction,
double const /*t*/, Eigen::VectorXd const& /*local_x*/)
{
// Compute average value per element
- const int n = DisplacementDim == 2 ? 4 : 6;
- Eigen::VectorXd ele_stress = Eigen::VectorXd::Zero(n);
- Eigen::VectorXd ele_strain = Eigen::VectorXd::Zero(n);
+ using KV = MathLib::KelvinVector::KelvinVectorType<DisplacementDim>;
+ KV sigma_avg = KV::Zero();
+ auto const e_id = _element.getID();
unsigned const n_integration_points =
_integration_method.getNumberOfPoints();
for (unsigned ip = 0; ip < n_integration_points; ip++)
{
- auto const& ip_data = _ip_data[ip];
-
- ele_stress += ip_data._sigma;
- ele_strain += ip_data._eps;
- }
- ele_stress /= n_integration_points;
- ele_strain /= n_integration_points;
-
- (*_process_data._mesh_prop_stress_xx)[_element.getID()] = ele_stress[0];
- (*_process_data._mesh_prop_stress_yy)[_element.getID()] = ele_stress[1];
- (*_process_data._mesh_prop_stress_zz)[_element.getID()] = ele_stress[2];
- (*_process_data._mesh_prop_stress_xy)[_element.getID()] = ele_stress[3];
- if (DisplacementDim == 3)
- {
- (*_process_data._mesh_prop_stress_yz)[_element.getID()] = ele_stress[4];
- (*_process_data._mesh_prop_stress_xz)[_element.getID()] = ele_stress[5];
+ sigma_avg += _ip_data[ip]._sigma;
}
+ sigma_avg /= n_integration_points;
- (*_process_data._mesh_prop_strain_xx)[_element.getID()] = ele_strain[0];
- (*_process_data._mesh_prop_strain_yy)[_element.getID()] = ele_strain[1];
- (*_process_data._mesh_prop_strain_zz)[_element.getID()] = ele_strain[2];
- (*_process_data._mesh_prop_strain_xy)[_element.getID()] = ele_strain[3];
- if (DisplacementDim == 3)
- {
- (*_process_data._mesh_prop_strain_yz)[_element.getID()] = ele_strain[4];
- (*_process_data._mesh_prop_strain_xz)[_element.getID()] = ele_strain[5];
- }
+ Eigen::Map<KV>(
+ &(*_process_data.element_stresses)[e_id * KV::RowsAtCompileTime]) =
+ MathLib::KelvinVector::kelvinVectorToSymmetricTensor(sigma_avg);
+}
+
+template <typename ShapeFunction, int DisplacementDim>
+std::vector<double> const& SmallDeformationLocalAssemblerMatrixNearFracture<
+ ShapeFunction, DisplacementDim>::
+ getIntPtSigma(
+ const double /*t*/,
+ std::vector<GlobalVector*> const& /*x*/,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ std::vector<double>& cache) const
+{
+ return ProcessLib::getIntegrationPointKelvinVectorData<DisplacementDim>(
+ _ip_data, &IntegrationPointDataType::_sigma, cache);
+}
+template <typename ShapeFunction, int DisplacementDim>
+std::vector<double> const& SmallDeformationLocalAssemblerMatrixNearFracture<
+ ShapeFunction, DisplacementDim>::
+ getIntPtEpsilon(
+ const double /*t*/,
+ std::vector<GlobalVector*> const& /*x*/,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
+ std::vector<double>& cache) const
+{
+ return ProcessLib::getIntegrationPointKelvinVectorData<DisplacementDim>(
+ _ip_data, &IntegrationPointDataType::_eps, cache);
}
} // namespace SmallDeformation
diff --git a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrixNearFracture.h b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrixNearFracture.h
index 1f2883472acb4345ab4b748894814f71c0d25530..0d1e76f817572a14c28b3d77830ad54b4f86eba0 100644
--- a/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrixNearFracture.h
+++ b/ProcessLib/LIE/SmallDeformation/LocalAssembler/SmallDeformationLocalAssemblerMatrixNearFracture.h
@@ -107,170 +107,50 @@ public:
return Eigen::Map<const Eigen::RowVectorXd>(N.data(), N.size());
}
- std::vector<double> const& getIntPtSigmaXX(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 0);
- }
+ std::vector<double> const& getIntPtSigma(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
+ std::vector<double>& cache) const override;
- std::vector<double> const& getIntPtSigmaYY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 1);
- }
-
- std::vector<double> const& getIntPtSigmaZZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 2);
- }
-
- std::vector<double> const& getIntPtSigmaXY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtSigma(cache, 3);
- }
-
- std::vector<double> const& getIntPtSigmaXZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- assert(DisplacementDim == 3);
- return getIntPtSigma(cache, 4);
- }
-
- std::vector<double> const& getIntPtSigmaYZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- assert(DisplacementDim == 3);
- return getIntPtSigma(cache, 5);
- }
-
- std::vector<double> const& getIntPtEpsilonXX(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 0);
- }
-
- std::vector<double> const& getIntPtEpsilonYY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 1);
- }
-
- std::vector<double> const& getIntPtEpsilonZZ(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 2);
- }
-
- std::vector<double> const& getIntPtEpsilonXY(
- const double /*t*/,
- std::vector<GlobalVector*> const& /*x*/,
- std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
- std::vector<double>& cache) const override
- {
- return getIntPtEpsilon(cache, 3);
- }
+ std::vector<double> const& getIntPtEpsilon(
+ const double t,
+ std::vector<GlobalVector*> const& x,
+ std::vector<NumLib::LocalToGlobalIndexMap const*> const& dof_table,
+ std::vector<double>& cache) const override;
- std::vector<double> const& getIntPtEpsilonXZ(
+ std::vector<double> const& getIntPtFractureStress(
const double /*t*/,
std::vector<GlobalVector*> const& /*x*/,
std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
std::vector<double>& cache) const override
{
- assert(DisplacementDim == 3);
- return getIntPtEpsilon(cache, 4);
+ cache.resize(0);
+ return cache;
}
- std::vector<double> const& getIntPtEpsilonYZ(
+ std::vector<double> const& getIntPtFractureAperture(
const double /*t*/,
std::vector<GlobalVector*> const& /*x*/,
std::vector<NumLib::LocalToGlobalIndexMap const*> const& /*dof_table*/,
std::vector<double>& cache) const override
{
- assert(DisplacementDim == 3);
- return getIntPtEpsilon(cache, 5);
- }
-
-private:
- std::vector<double> const& getIntPtSigma(std::vector<double>& cache,
- std::size_t const component) const
- {
- cache.clear();
- cache.reserve(_ip_data.size());
-
- for (auto const& ip_data : _ip_data)
- {
- if (component < 3)
- { // xx, yy, zz components
- cache.push_back(ip_data._sigma[component]);
- }
- else
- { // mixed xy, yz, xz components
- cache.push_back(ip_data._sigma[component] / std::sqrt(2));
- }
- }
-
- return cache;
- }
-
- std::vector<double> const& getIntPtEpsilon(
- std::vector<double>& cache, std::size_t const component) const
- {
- cache.clear();
- cache.reserve(_ip_data.size());
-
- for (auto const& ip_data : _ip_data)
- {
- if (component < 3)
- { // xx, yy, zz components
- cache.push_back(ip_data._eps[component]);
- }
- else
- { // mixed xy, yz, xz components
- cache.push_back(ip_data._eps[component] / std::sqrt(2));
- }
- }
-
+ cache.resize(0);
return cache;
}
+private:
SmallDeformationProcessData<DisplacementDim>& _process_data;
std::vector<FractureProperty*> _fracture_props;
std::vector<JunctionProperty*> _junction_props;
std::unordered_map<int, int> _fracID_to_local;
- std::vector<IntegrationPointDataMatrix<ShapeMatricesType, BMatricesType,
- DisplacementDim>,
- Eigen::aligned_allocator<IntegrationPointDataMatrix<
- ShapeMatricesType, BMatricesType, DisplacementDim>>>
+ using IntegrationPointDataType =
+ IntegrationPointDataMatrix<ShapeMatricesType, BMatricesType,
+ DisplacementDim>;
+
+ std::vector<IntegrationPointDataType,
+ Eigen::aligned_allocator<IntegrationPointDataType>>
_ip_data;
NumLib::GenericIntegrationMethod const& _integration_method;
diff --git a/ProcessLib/LIE/SmallDeformation/SmallDeformationProcess.cpp b/ProcessLib/LIE/SmallDeformation/SmallDeformationProcess.cpp
index 2535270435f4d38d8ac1b9c3f92384eae51bec23..d0a621dd7e24f4385785eaa414f711ae2a1223e6 100644
--- a/ProcessLib/LIE/SmallDeformation/SmallDeformationProcess.cpp
+++ b/ProcessLib/LIE/SmallDeformation/SmallDeformationProcess.cpp
@@ -260,161 +260,38 @@ void SmallDeformationProcess<DisplacementDim>::initializeConcreteProcess(
// by location order is needed for output
NumLib::ComponentOrder::BY_LOCATION);
- _secondary_variables.addSecondaryVariable(
- "sigma_xx",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtSigmaXX));
-
- _secondary_variables.addSecondaryVariable(
- "sigma_yy",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtSigmaYY));
-
- _secondary_variables.addSecondaryVariable(
- "sigma_zz",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtSigmaZZ));
-
- _secondary_variables.addSecondaryVariable(
- "sigma_xy",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtSigmaXY));
-
- if (DisplacementDim == 3)
+ auto add_secondary_variable = [&](std::string const& name,
+ int const num_components,
+ auto get_ip_values_function)
{
_secondary_variables.addSecondaryVariable(
- "sigma_xz",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtSigmaXZ));
-
- _secondary_variables.addSecondaryVariable(
- "sigma_yz",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtSigmaYZ));
- }
-
- _secondary_variables.addSecondaryVariable(
- "epsilon_xx",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtEpsilonXX));
-
- _secondary_variables.addSecondaryVariable(
- "epsilon_yy",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtEpsilonYY));
-
- _secondary_variables.addSecondaryVariable(
- "epsilon_zz",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtEpsilonZZ));
-
- _secondary_variables.addSecondaryVariable(
- "epsilon_xy",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtEpsilonXY));
-
- if (DisplacementDim == 3)
- {
- _secondary_variables.addSecondaryVariable(
- "epsilon_xz",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtEpsilonXZ));
-
- _secondary_variables.addSecondaryVariable(
- "epsilon_yz",
- makeExtrapolator(
- 1, getExtrapolator(), _local_assemblers,
- &SmallDeformationLocalAssemblerInterface::getIntPtEpsilonYZ));
- }
-
- auto mesh_prop_sigma_xx = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "stress_xx",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_sigma_xx->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_stress_xx = mesh_prop_sigma_xx;
-
- auto mesh_prop_sigma_yy = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "stress_yy",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_sigma_yy->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_stress_yy = mesh_prop_sigma_yy;
-
- auto mesh_prop_sigma_zz = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "stress_zz",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_sigma_zz->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_stress_zz = mesh_prop_sigma_zz;
-
- auto mesh_prop_sigma_xy = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "stress_xy",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_sigma_xy->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_stress_xy = mesh_prop_sigma_xy;
-
- if (DisplacementDim == 3)
- {
- auto mesh_prop_sigma_xz = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "stress_xz",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_sigma_xz->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_stress_xz = mesh_prop_sigma_xz;
-
- auto mesh_prop_sigma_yz = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "stress_yz",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_sigma_yz->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_stress_yz = mesh_prop_sigma_yz;
- }
-
- auto mesh_prop_epsilon_xx = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "strain_xx",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_epsilon_xx->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_strain_xx = mesh_prop_epsilon_xx;
-
- auto mesh_prop_epsilon_yy = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "strain_yy",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_epsilon_yy->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_strain_yy = mesh_prop_epsilon_yy;
-
- auto mesh_prop_epsilon_zz = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "strain_zz",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_epsilon_zz->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_strain_zz = mesh_prop_epsilon_zz;
-
- auto mesh_prop_epsilon_xy = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "strain_xy",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_epsilon_xy->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_strain_xy = mesh_prop_epsilon_xy;
-
- if (DisplacementDim == 3)
- {
- auto mesh_prop_epsilon_xz = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "strain_xz",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_epsilon_xz->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_strain_xz = mesh_prop_epsilon_xz;
-
- auto mesh_prop_epsilon_yz = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "strain_yz",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_epsilon_yz->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_strain_yz = mesh_prop_epsilon_yz;
- }
+ name,
+ makeExtrapolator(num_components, getExtrapolator(),
+ _local_assemblers,
+ std::move(get_ip_values_function)));
+ };
+
+ add_secondary_variable("sigma",
+ MathLib::KelvinVector::KelvinVectorType<
+ DisplacementDim>::RowsAtCompileTime,
+ &LocalAssemblerInterface::getIntPtSigma);
+
+ add_secondary_variable("epsilon",
+ MathLib::KelvinVector::KelvinVectorType<
+ DisplacementDim>::RowsAtCompileTime,
+ &LocalAssemblerInterface::getIntPtEpsilon);
+
+ add_secondary_variable("fracture_stress", DisplacementDim,
+ &LocalAssemblerInterface::getIntPtFractureStress);
+
+ add_secondary_variable("fracture_aperture", 1,
+ &LocalAssemblerInterface::getIntPtFractureAperture);
+
+ _process_data.element_stresses = MeshLib::getOrCreateMeshProperty<double>(
+ const_cast<MeshLib::Mesh&>(mesh), "sigma_avg",
+ MeshLib::MeshItemType::Cell,
+ MathLib::KelvinVector::KelvinVectorType<
+ DisplacementDim>::RowsAtCompileTime);
for (MeshLib::Element const* e : _mesh.getElements())
{
@@ -469,21 +346,20 @@ void SmallDeformationProcess<DisplacementDim>::initializeConcreteProcess(
}
}
- auto mesh_prop_w_n = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "w_n", MeshLib::MeshItemType::Cell,
- 1);
- mesh_prop_w_n->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_w_n = mesh_prop_w_n;
+ _process_data.element_local_jumps =
+ MeshLib::getOrCreateMeshProperty<double>(
+ const_cast<MeshLib::Mesh&>(mesh), "local_jump_w_avg",
+ MeshLib::MeshItemType::Cell, DisplacementDim);
- auto mesh_prop_w_s = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "w_s", MeshLib::MeshItemType::Cell,
- 1);
- mesh_prop_w_s->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_w_s = mesh_prop_w_s;
+ _process_data.element_fracture_stresses =
+ MeshLib::getOrCreateMeshProperty<double>(
+ const_cast<MeshLib::Mesh&>(mesh), "fracture_stress_avg",
+ MeshLib::MeshItemType::Cell, DisplacementDim);
auto mesh_prop_b = MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "aperture",
+ const_cast<MeshLib::Mesh&>(mesh), "fracture_aperture_avg",
MeshLib::MeshItemType::Cell, 1);
+
mesh_prop_b->resize(mesh.getNumberOfElements());
auto const& mesh_prop_matid = *_process_data._mesh_prop_materialIDs;
for (auto const& fracture_prop : _process_data.fracture_properties)
@@ -507,22 +383,6 @@ void SmallDeformationProcess<DisplacementDim>::initializeConcreteProcess(
}
}
_process_data._mesh_prop_b = mesh_prop_b;
-
- auto mesh_prop_fracture_stress_shear =
- MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "f_stress_s",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_fracture_stress_shear->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_fracture_stress_shear =
- mesh_prop_fracture_stress_shear;
-
- auto mesh_prop_fracture_stress_normal =
- MeshLib::getOrCreateMeshProperty<double>(
- const_cast<MeshLib::Mesh&>(mesh), "f_stress_n",
- MeshLib::MeshItemType::Cell, 1);
- mesh_prop_fracture_stress_normal->resize(mesh.getNumberOfElements());
- _process_data._mesh_prop_fracture_stress_normal =
- mesh_prop_fracture_stress_normal;
}
template <int DisplacementDim>
diff --git a/ProcessLib/LIE/SmallDeformation/SmallDeformationProcessData.h b/ProcessLib/LIE/SmallDeformation/SmallDeformationProcessData.h
index 888eec47dc90a92da1bfcd086365e7666525b0c1..d42765d36bb2945ae8b26ce6ca612746361218b4 100644
--- a/ProcessLib/LIE/SmallDeformation/SmallDeformationProcessData.h
+++ b/ProcessLib/LIE/SmallDeformation/SmallDeformationProcessData.h
@@ -83,28 +83,12 @@ struct SmallDeformationProcessData
std::vector<std::vector<int>> _vec_ele_connected_junctionIDs;
// mesh properties to output element's stress.
- MeshLib::PropertyVector<double>* _mesh_prop_stress_xx = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_stress_yy = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_stress_zz = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_stress_xy = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_stress_xz = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_stress_yz = nullptr;
-
- // mesh properties to output element's strain
- MeshLib::PropertyVector<double>* _mesh_prop_strain_xx = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_strain_yy = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_strain_zz = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_strain_xy = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_strain_xz = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_strain_yz = nullptr;
+ MeshLib::PropertyVector<double>* element_stresses = nullptr;
+ MeshLib::PropertyVector<double>* element_local_jumps = nullptr;
+ MeshLib::PropertyVector<double>* element_fracture_stresses = nullptr;
// mesh property for fracture aperture
MeshLib::PropertyVector<double>* _mesh_prop_b = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_w_n = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_w_s = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_fracture_stress_shear = nullptr;
- MeshLib::PropertyVector<double>* _mesh_prop_fracture_stress_normal =
- nullptr;
double const _reference_temperature;
};
diff --git a/ProcessLib/LIE/SmallDeformation/Tests.cmake b/ProcessLib/LIE/SmallDeformation/Tests.cmake
index 7c3ce032f95e8e989e4b2049c18da21534458e62..84eb25f7efc7d8b4c5d5329888e83d83ed0f561d 100644
--- a/ProcessLib/LIE/SmallDeformation/Tests.cmake
+++ b/ProcessLib/LIE/SmallDeformation/Tests.cmake
@@ -1,3 +1,10 @@
+if (NOT OGS_USE_MPI)
+ OgsTest(PROJECTFILE LIE/Mechanics/cohesive_zone_load_path.prj RUNTIME 2)
+ OgsTest(PROJECTFILE LIE/Mechanics/coulomb_load_path.prj RUNTIME 2)
+ OgsTest(PROJECTFILE LIE/Mechanics/elastic_push_pull_two_fractures.prj RUNTIME 1)
+ OgsTest(PROJECTFILE LIE/Mechanics/mohr_coulomb_load_path_nu0p3.prj RUNTIME 15)
+endif()
+
# LIE; Small deformation
AddTest(
NAME LIE_M_single_joint_3D
@@ -8,8 +15,8 @@ AddTest(
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI
DIFF_DATA
- single_joint_3D_expected_ts_1_t_1.000000.vtu single_joint_3D_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
- single_joint_3D_expected_ts_1_t_1.000000.vtu single_joint_3D_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
+ single_joint_3D_ts_1_t_1.000000.vtu single_joint_3D_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
+ single_joint_3D_ts_1_t_1.000000.vtu single_joint_3D_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
)
AddTest(
@@ -21,8 +28,8 @@ AddTest(
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI
DIFF_DATA
- single_joint_expected_ts_1_t_1.000000.vtu single_joint_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
- single_joint_expected_ts_1_t_1.000000.vtu single_joint_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
+ single_joint_ts_1_t_1.000000.vtu single_joint_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
+ single_joint_ts_1_t_1.000000.vtu single_joint_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
)
AddTest(
@@ -34,8 +41,8 @@ AddTest(
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI
DIFF_DATA
- single_joint_inside_expected_ts_1_t_1.000000.vtu single_joint_inside_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
- single_joint_inside_expected_ts_1_t_1.000000.vtu single_joint_inside_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
+ single_joint_inside_ts_1_t_1.000000.vtu single_joint_inside_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
+ single_joint_inside_ts_1_t_1.000000.vtu single_joint_inside_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
)
AddTest(
@@ -47,9 +54,9 @@ AddTest(
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI
DIFF_DATA
- two_joints_expected_ts_1_t_1.000000.vtu two_joints_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
- two_joints_expected_ts_1_t_1.000000.vtu two_joints_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
- two_joints_expected_ts_1_t_1.000000.vtu two_joints_ts_1_t_1.000000.vtu displacement_jump2 displacement_jump2 1e-16 1e-16
+ two_joints_ts_1_t_1.000000.vtu two_joints_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
+ two_joints_ts_1_t_1.000000.vtu two_joints_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
+ two_joints_ts_1_t_1.000000.vtu two_joints_ts_1_t_1.000000.vtu displacement_jump2 displacement_jump2 1e-16 1e-16
)
AddTest(
@@ -61,9 +68,10 @@ AddTest(
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI
DIFF_DATA
- expected_single_joint_negative_aperture_ts_1_t_1.000000.vtu single_joint_negative_aperture_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
- expected_single_joint_negative_aperture_ts_1_t_1.000000.vtu single_joint_negative_aperture_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
- expected_single_joint_negative_aperture_ts_1_t_1.000000.vtu single_joint_negative_aperture_ts_1_t_1.000000.vtu aperture aperture 1e-16 1e-16
+ single_joint_negative_aperture_ts_1_t_1.000000.vtu single_joint_negative_aperture_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
+ single_joint_negative_aperture_ts_1_t_1.000000.vtu single_joint_negative_aperture_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
+ single_joint_negative_aperture_ts_1_t_1.000000.vtu single_joint_negative_aperture_ts_1_t_1.000000.vtu fracture_aperture fracture_aperture 1e-16 1e-16
+ single_joint_negative_aperture_ts_1_t_1.000000.vtu single_joint_negative_aperture_ts_1_t_1.000000.vtu fracture_aperture_avg fracture_aperture_avg 1e-16 1e-16
)
AddTest(
@@ -75,27 +83,10 @@ AddTest(
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI
DIFF_DATA
- expected_single_joint_displacement_controlled_ts_10_t_1.000000.vtu single_joint_displacement_controlled_ts_10_t_1.000000.vtu displacement displacement 1e-16 0
- expected_single_joint_displacement_controlled_ts_10_t_1.000000.vtu single_joint_displacement_controlled_ts_10_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 0
- expected_single_joint_displacement_controlled_ts_10_t_1.000000.vtu single_joint_displacement_controlled_ts_10_t_1.000000.vtu aperture aperture 1e-16 1e-16
-)
-
-AddTest(
- NAME LIE_M_cohesive_zone_modeI
- PATH LIE/Mechanics
- EXECUTABLE ogs
- EXECUTABLE_ARGS cohesive_zone_load_path.prj
- WRAPPER time
- TESTER vtkdiff
- REQUIREMENTS NOT OGS_USE_MPI
- DIFF_DATA
- GLOB cohesive_zone_load_path_ts_*.vtu displacement displacement 1e-16 0
- GLOB cohesive_zone_load_path_ts_*.vtu displacement_jump1 displacement_jump1 1e-16 0
- GLOB cohesive_zone_load_path_ts_*.vtu sigma_xx sigma_xx 1.8e-6 0
- GLOB cohesive_zone_load_path_ts_*.vtu sigma_yy sigma_yy 1e-6 0
- GLOB cohesive_zone_load_path_ts_*.vtu sigma_zz sigma_zz 1e-6 0
- GLOB cohesive_zone_load_path_ts_*.vtu sigma_xy sigma_xy 1e-6 0
- GLOB cohesive_zone_load_path_ts_*.vtu f_stress_n_analytical f_stress_n 5e2 5e-6
+ single_joint_displacement_controlled_ts_10_t_1.000000.vtu single_joint_displacement_controlled_ts_10_t_1.000000.vtu displacement displacement 1e-16 0
+ single_joint_displacement_controlled_ts_10_t_1.000000.vtu single_joint_displacement_controlled_ts_10_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 0
+ single_joint_displacement_controlled_ts_10_t_1.000000.vtu single_joint_displacement_controlled_ts_10_t_1.000000.vtu fracture_aperture fracture_aperture 1e-16 1e-16
+ single_joint_displacement_controlled_ts_10_t_1.000000.vtu single_joint_displacement_controlled_ts_10_t_1.000000.vtu fracture_aperture_avg fracture_aperture_avg 1e-16 1e-16
)
AddTest(
@@ -107,13 +98,13 @@ AddTest(
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI
DIFF_DATA
- expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
- expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
- expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu displacement_jump2 displacement_jump2 1e-16 1e-16
- expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu sigma_xx sigma_xx 1e-6 1e-6
- expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu sigma_yy sigma_yy 1e-6 1e-6
- expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu sigma_xy sigma_xy 1e-6 1e-6
- expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu f_stress_n f_stress_n 1e-6 5e-6
+ two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
+ two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
+ two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu displacement_jump2 displacement_jump2 1e-16 1e-16
+ two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu sigma sigma 1e-6 1e-6
+ two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu sigma_avg sigma_avg 1e-6 1e-6
+ two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu fracture_stress fracture_stress 1e-6 5e-6
+ two_cracks_branch_pull_ts_1_t_1.000000.vtu two_cracks_branch_pull_ts_1_t_1.000000.vtu fracture_stress_avg fracture_stress_avg 1e-6 5e-6
)
AddTest(
@@ -125,14 +116,13 @@ AddTest(
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI
DIFF_DATA
- expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
- expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
- expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu displacement_jump2 displacement_jump2 1e-16 1e-16
- expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu displacement_jump3 displacement_jump3 1e-16 1e-16
- expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu sigma_xx sigma_xx 1e-6 1e-6
- expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu sigma_yy sigma_yy 1e-6 1e-6
- expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu sigma_xy sigma_xy 1e-6 1e-6
- expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu f_stress_n f_stress_n 1e-6 5e-6
+ two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
+ two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
+ two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu displacement_jump2 displacement_jump2 1e-16 1e-16
+ two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu displacement_jump3 displacement_jump3 1e-16 1e-16
+ two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu sigma sigma 1e-6 1e-6
+ two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu fracture_stress fracture_stress 1e-6 5e-6
+ two_cracks_junction_pull_ts_1_t_1.000000.vtu two_cracks_junction_pull_ts_1_t_1.000000.vtu fracture_stress_avg fracture_stress_avg 1e-6 5e-6
)
AddTest(
@@ -144,45 +134,11 @@ AddTest(
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI
DIFF_DATA
- expected_sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
- expected_sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
- expected_sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump2 displacement_jump2 1e-16 1e-16
- expected_sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump3 displacement_jump3 1e-16 1e-16
- expected_sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump4 displacement_jump4 1e-16 1e-16
- expected_sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump4 displacement_jump4 1e-16 1e-16
- expected_sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu f_stress_n f_stress_n 1e-6 5e-6
+ sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement displacement 1e-16 1e-16
+ sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 1e-16
+ sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump2 displacement_jump2 1e-16 1e-16
+ sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump3 displacement_jump3 1e-16 1e-16
+ sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump4 displacement_jump4 1e-16 1e-16
+ sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu displacement_jump4 displacement_jump4 1e-16 1e-16
+ sfrac_ts_1_t_1.000000.vtu sfrac_ts_1_t_1.000000.vtu fracture_stress_avg fracture_stress_avg 1e-6 5e-6
)
-
-AddTest(
- NAME LIE_M_coulomb_load_path
- PATH LIE/Mechanics
- EXECUTABLE ogs
- EXECUTABLE_ARGS coulomb_load_path.prj
- WRAPPER time
- TESTER vtkdiff
- REQUIREMENTS NOT OGS_USE_MPI
- DIFF_DATA
- expected_coulomb_load_path_ts_100_t_1.000000.vtu coulomb_load_path_ts_100_t_1.000000.vtu displacement displacement 1e-16 0
- expected_coulomb_load_path_ts_200_t_2.000000.vtu coulomb_load_path_ts_200_t_2.000000.vtu displacement displacement 1e-16 0
- expected_coulomb_load_path_ts_401_t_4.000000.vtu coulomb_load_path_ts_401_t_4.000000.vtu displacement displacement 1e-16 0
- expected_coulomb_load_path_ts_100_t_1.000000.vtu coulomb_load_path_ts_100_t_1.000000.vtu displacement_jump1 displacement_jump1 1e-16 0
- expected_coulomb_load_path_ts_200_t_2.000000.vtu coulomb_load_path_ts_200_t_2.000000.vtu displacement_jump1 displacement_jump1 1e-16 0
- expected_coulomb_load_path_ts_401_t_4.000000.vtu coulomb_load_path_ts_401_t_4.000000.vtu displacement_jump1 displacement_jump1 1e-16 0
- expected_coulomb_load_path_ts_100_t_1.000000.vtu coulomb_load_path_ts_100_t_1.000000.vtu sigma_xx sigma_xx 1e-6 1.3e-6
- expected_coulomb_load_path_ts_200_t_2.000000.vtu coulomb_load_path_ts_200_t_2.000000.vtu sigma_xx sigma_xx 1e-6 1.8e-6
- expected_coulomb_load_path_ts_401_t_4.000000.vtu coulomb_load_path_ts_401_t_4.000000.vtu sigma_xx sigma_xx 1e-6 1.3e-6
- expected_coulomb_load_path_ts_100_t_1.000000.vtu coulomb_load_path_ts_100_t_1.000000.vtu sigma_yy sigma_yy 1e-6 1e-6
- expected_coulomb_load_path_ts_200_t_2.000000.vtu coulomb_load_path_ts_200_t_2.000000.vtu sigma_yy sigma_yy 1e-6 1e-6
- expected_coulomb_load_path_ts_401_t_4.000000.vtu coulomb_load_path_ts_401_t_4.000000.vtu sigma_yy sigma_yy 1e-6 1e-6
- expected_coulomb_load_path_ts_100_t_1.000000.vtu coulomb_load_path_ts_100_t_1.000000.vtu sigma_xy sigma_xy 5e-4 1e-6
- expected_coulomb_load_path_ts_200_t_2.000000.vtu coulomb_load_path_ts_200_t_2.000000.vtu sigma_xy sigma_xy 5e-4 1e-6
- expected_coulomb_load_path_ts_401_t_4.000000.vtu coulomb_load_path_ts_401_t_4.000000.vtu sigma_xy sigma_xy 5e-4 1e-6
- expected_coulomb_load_path_ts_100_t_1.000000.vtu coulomb_load_path_ts_100_t_1.000000.vtu aperture aperture 1e-16 0
- expected_coulomb_load_path_ts_200_t_2.000000.vtu coulomb_load_path_ts_200_t_2.000000.vtu aperture aperture 1e-16 0
- expected_coulomb_load_path_ts_401_t_4.000000.vtu coulomb_load_path_ts_401_t_4.000000.vtu aperture aperture 1e-16 0
-)
-
-if (NOT OGS_USE_MPI)
- OgsTest(PROJECTFILE LIE/Mechanics/elastic_push_pull_two_fractures.prj RUNTIME 1)
- OgsTest(PROJECTFILE LIE/Mechanics/mohr_coulomb_load_path_nu0p3.prj RUNTIME 15)
-endif()
diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path.prj b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path.prj
index da0f3de7fcaf4bafa4f3e93d28f9c7192affa49f..fc818e9b1f73427929930087144dc781202c83aa 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path.prj
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>cohesive_zone_load_path.vtu</mesh>
<geometry>cohesive_zone_load_path.gml</geometry>
@@ -30,10 +30,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -74,11 +74,14 @@
<variables>
<variable>displacement</variable>
<variable>displacement_jump1</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_zz</variable>
- <variable>sigma_xy</variable>
- <variable>f_stress_n</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
@@ -215,4 +218,80 @@
</eigen>
</linear_solver>
</linear_solvers>
+ <test_definition>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>displacement</field>
+ <absolute_tolerance>1e-16</absolute_tolerance>
+ <relative_tolerance>0</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>displacement_jump1</field>
+ <absolute_tolerance>1e-16</absolute_tolerance>
+ <relative_tolerance>1e-16</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>sigma</field>
+ <absolute_tolerance>2.e-6</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>epsilon</field>
+ <absolute_tolerance>1.e-12</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>fracture_stress</field>
+ <absolute_tolerance>5.e-9</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>fracture_aperture</field>
+ <absolute_tolerance>1.e-12</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>sigma_avg</field>
+ <absolute_tolerance>5.e-7</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>local_jump_w_avg</field>
+ <absolute_tolerance>1.e-12</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>fracture_stress_avg</field>
+ <!--Note: the analytic solution of normal fracture_stress_avg.Y, is
+ t=0: 0.0 Pa
+ t=10: 9.80392e+06 Pa
+ t=20: 6.71141e+06 Pa
+ t=30: 3.3557e+06 Pa
+ t=40: 0.0 Pa
+ t=50: -1.96003e+07 Pa
+ t=60: 0.0 Pa
+ t=70: 3.3557e+06 Pa
+ t=80: 6.7114e+06 Pa
+ t=90: 3.3557e+06 Pa
+ t=100: 0.0 Pa
+ -->
+ <absolute_tolerance>5.e-9</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>cohesive_zone_load_path_.*.vtu</regex>
+ <field>fracture_aperture_avg</field>
+ <absolute_tolerance>1.e-12</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ </test_definition>
+
</OpenGeoSysProject>
diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_0_t_0.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_0_t_0.000000.vtu
index 8655c5902627fd807b79503e7704eec1f9818c3d..b2f387b7f293752bffb02986e91d1dcbe61c83ff 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_0_t_0.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_0_t_0.000000.vtu
@@ -1,47 +1,35 @@
<?xml version="1.0"?>
-<VTKFile type="UnstructuredGrid" version="0.1" byte_order="LittleEndian" header_type="UInt32" compressor="vtkZLibDataCompressor">
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
<UnstructuredGrid>
<FieldData>
- <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="20" format="appended" RangeMin="45" RangeMax="103" offset="0" />
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
</FieldData>
<Piece NumberOfPoints="6" NumberOfCells="3" >
<PointData>
- <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="64" />
- <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="104" />
- <DataArray type="Float64" Name="sigma_xx" format="appended" RangeMin="0" RangeMax="0" offset="144" />
- <DataArray type="Float64" Name="sigma_xy" format="appended" RangeMin="0" RangeMax="0" offset="184" />
- <DataArray type="Float64" Name="sigma_yy" format="appended" RangeMin="0" RangeMax="0" offset="224" />
- <DataArray type="Float64" Name="sigma_zz" format="appended" RangeMin="0" RangeMax="0" offset="264" />
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="148" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0" offset="208" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="1e-05" offset="268" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="344" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0" offset="404" />
</PointData>
<CellData>
- <DataArray type="Int32" Name="MaterialIDs" format="appended" RangeMin="0" RangeMax="1" offset="304" />
- <DataArray type="Float64" Name="aperture" format="appended" RangeMin="0" RangeMax="1e-05" offset="348" />
- <DataArray type="Float64" Name="f_stress_n" format="appended" RangeMin="0" RangeMax="0" offset="400" />
- <DataArray type="Float64" Name="f_stress_s" format="appended" RangeMin="0" RangeMax="0" offset="440" />
- <DataArray type="Float64" Name="levelset1" format="appended" RangeMin="-0.5" RangeMax="0.5" offset="480" />
- <DataArray type="Float64" Name="strain_xx" format="appended" RangeMin="0" RangeMax="0" offset="528" />
- <DataArray type="Float64" Name="strain_xy" format="appended" RangeMin="0" RangeMax="0" offset="568" />
- <DataArray type="Float64" Name="strain_yy" format="appended" RangeMin="0" RangeMax="0" offset="608" />
- <DataArray type="Float64" Name="strain_zz" format="appended" RangeMin="0" RangeMax="0" offset="648" />
- <DataArray type="Float64" Name="stress_xx" format="appended" RangeMin="0" RangeMax="0" offset="688" />
- <DataArray type="Float64" Name="stress_xy" format="appended" RangeMin="0" RangeMax="0" offset="728" />
- <DataArray type="Float64" Name="stress_yy" format="appended" RangeMin="0" RangeMax="0" offset="768" />
- <DataArray type="Float64" Name="stress_zz" format="appended" RangeMin="0" RangeMax="0" offset="808" />
- <DataArray type="Float64" Name="w_n" format="appended" RangeMin="0" RangeMax="0" offset="848" />
- <DataArray type="Float64" Name="w_s" format="appended" RangeMin="0" RangeMax="0" offset="888" />
- <DataArray type="Float64" Name="f_stress_n_analytical" format="appended" RangeMin="0" RangeMax="0" offset="928" />
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="1e-05" offset="464" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="536" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="596" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0" offset="656" />
</CellData>
<Points>
- <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="968" />
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="716" />
</Points>
<Cells>
- <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1028" />
- <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1092" />
- <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1140" />
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="796" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="880" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="948" />
</Cells>
</Piece>
</UnstructuredGrid>
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</AppendedData>
</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_100_t_100.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_100_t_100.000000.vtu
index 18918cda16b6d3fc99fd77c2e95eca321e9e18c3..a9371b53e4519bbc8794195534bef529e2c05822 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_100_t_100.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_100_t_100.000000.vtu
@@ -1,47 +1,35 @@
<?xml version="1.0"?>
-<VTKFile type="UnstructuredGrid" version="0.1" byte_order="LittleEndian" header_type="UInt32" compressor="vtkZLibDataCompressor">
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
<UnstructuredGrid>
<FieldData>
- <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="20" format="appended" RangeMin="45" RangeMax="103" offset="0" />
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
</FieldData>
<Piece NumberOfPoints="6" NumberOfCells="3" >
<PointData>
- <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="1.3791437599e-21" RangeMax="2e-05" offset="64" />
- <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4e-05" offset="172" />
- <DataArray type="Float64" Name="sigma_xx" format="appended" RangeMin="-2.2717255229e-08" RangeMax="4.6442696136e-08" offset="244" />
- <DataArray type="Float64" Name="sigma_xy" format="appended" RangeMin="-2.4909481805e-07" RangeMax="1.7603930405e-07" offset="324" />
- <DataArray type="Float64" Name="sigma_yy" format="appended" RangeMin="0.10198954001" RangeMax="0.10198954717" offset="428" />
- <DataArray type="Float64" Name="sigma_zz" format="appended" RangeMin="0" RangeMax="0" offset="512" />
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="3.1156139131e-22" RangeMax="2e-05" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4e-05" offset="224" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="1.0198908029e-15" RangeMax="1.0198966713e-15" offset="320" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="5e-05" offset="544" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4.5352610556e-06" offset="616" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="0.10198907532" RangeMax="0.10198966057" offset="708" />
</PointData>
<CellData>
- <DataArray type="Int32" Name="MaterialIDs" format="appended" RangeMin="0" RangeMax="1" offset="552" />
- <DataArray type="Float64" Name="aperture" format="appended" RangeMin="0" RangeMax="5e-05" offset="596" />
- <DataArray type="Float64" Name="f_stress_n" format="appended" RangeMin="0" RangeMax="4.5374815016e-06" offset="648" />
- <DataArray type="Float64" Name="f_stress_s" format="appended" RangeMin="-7.7309342457e-23" RangeMax="0" offset="696" />
- <DataArray type="Float64" Name="levelset1" format="appended" RangeMin="-0.5" RangeMax="0.5" offset="748" />
- <DataArray type="Float64" Name="strain_xx" format="appended" RangeMin="-1.408514465e-30" RangeMax="0" offset="796" />
- <DataArray type="Float64" Name="strain_xy" format="appended" RangeMin="0" RangeMax="3.2483499077e-22" offset="852" />
- <DataArray type="Float64" Name="strain_yy" format="appended" RangeMin="0" RangeMax="1.0198954311e-15" offset="916" />
- <DataArray type="Float64" Name="strain_zz" format="appended" RangeMin="0" RangeMax="0" offset="964" />
- <DataArray type="Float64" Name="stress_xx" format="appended" RangeMin="-1.4085144865e-16" RangeMax="0" offset="1004" />
- <DataArray type="Float64" Name="stress_xy" format="appended" RangeMin="0" RangeMax="3.2483499077e-08" offset="1060" />
- <DataArray type="Float64" Name="stress_yy" format="appended" RangeMin="0" RangeMax="0.10198954641" offset="1124" />
- <DataArray type="Float64" Name="stress_zz" format="appended" RangeMin="0" RangeMax="0" offset="1180" />
- <DataArray type="Float64" Name="w_n" format="appended" RangeMin="0" RangeMax="4e-05" offset="1220" />
- <DataArray type="Float64" Name="w_s" format="appended" RangeMin="-6.8151764303e-22" RangeMax="0" offset="1272" />
- <DataArray type="Float64" Name="f_stress_n_analytical" format="appended" RangeMin="0" RangeMax="0" offset="1324" />
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="5e-05" offset="936" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4.5352610556e-06" offset="1008" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4e-05" offset="1088" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0.10198937487" offset="1168" />
</CellData>
<Points>
- <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1364" />
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1288" />
</Points>
<Cells>
- <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1424" />
- <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1488" />
- <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1536" />
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1368" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1452" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1520" />
</Cells>
</Piece>
</UnstructuredGrid>
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diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_10_t_10.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_10_t_10.000000.vtu
index 2302d8113a87dbf131f2ae8b3eb0eb3caf6081e5..56f0ebf21b9447c8737428efe7a2b7dc88389460 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_10_t_10.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_10_t_10.000000.vtu
@@ -1,47 +1,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_20_t_20.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_20_t_20.000000.vtu
index 5b5a23a14069d08f01f3f8a208907dccc70a2f66..b8ceac4ba3a2fe47ea7e69b4b82caeba15e8d479 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_20_t_20.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_20_t_20.000000.vtu
@@ -1,47 +1,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_30_t_30.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_30_t_30.000000.vtu
index 355388dad93162008683cf0d9f357e11a92732d9..f984e01f06f146d81a2c7a9887e4b105d1eae3b5 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_30_t_30.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_30_t_30.000000.vtu
@@ -1,47 +1,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_40_t_40.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_40_t_40.000000.vtu
index 9f3e68cb8128993d69239f4d751b48e7cabf0f4e..5b721e506c657f5be98c3f70eec620e63532e38d 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_40_t_40.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_40_t_40.000000.vtu
@@ -1,47 +1,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_50_t_50.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_50_t_50.000000.vtu
index 752473bb0003822679e84d1d4593b5cd3006a734..21d702ef5fbc68e729ba550d95f3f5c431a0a980 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_50_t_50.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_50_t_50.000000.vtu
@@ -1,47 +1,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_60_t_60.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_60_t_60.000000.vtu
index 78870afb090a9356332e7222d423ad469cf24f83..ba21940516a7b1b0fdae1508f023cee47a9a30bb 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_60_t_60.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_60_t_60.000000.vtu
@@ -1,47 +1,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_70_t_70.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_70_t_70.000000.vtu
index f269ae072ea5ebe4847276fcd96cf5de18c31b95..7a7d0498bb3fbbc07433dc7a7306e016dc5ab49f 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_70_t_70.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_70_t_70.000000.vtu
@@ -1,47 +1,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_80_t_80.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_80_t_80.000000.vtu
index f7d2903935ab2a16af1dfdeefb30bd2778522493..b7b19126d20d4d969869befe119e5e53d0e988b3 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_80_t_80.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_80_t_80.000000.vtu
@@ -1,47 +1,35 @@
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- <DataArray type="Float64" Name="aperture" format="appended" RangeMin="0" RangeMax="2.9865771812e-05" offset="588" />
- <DataArray type="Float64" Name="f_stress_n" format="appended" RangeMin="0" RangeMax="6711409.396" offset="640" />
- <DataArray type="Float64" Name="f_stress_s" format="appended" RangeMin="-2.5636429921e-11" RangeMax="0" offset="692" />
- <DataArray type="Float64" Name="levelset1" format="appended" RangeMin="-0.5" RangeMax="0.5" offset="744" />
- <DataArray type="Float64" Name="strain_xx" format="appended" RangeMin="0" RangeMax="1.2099922811e-23" offset="792" />
- <DataArray type="Float64" Name="strain_xy" format="appended" RangeMin="0" RangeMax="7.1184097307e-22" offset="856" />
- <DataArray type="Float64" Name="strain_yy" format="appended" RangeMin="0" RangeMax="6.711409396e-08" offset="920" />
- <DataArray type="Float64" Name="strain_zz" format="appended" RangeMin="0" RangeMax="0" offset="976" />
- <DataArray type="Float64" Name="stress_xx" format="appended" RangeMin="0" RangeMax="1.2099922811e-09" offset="1016" />
- <DataArray type="Float64" Name="stress_xy" format="appended" RangeMin="0" RangeMax="7.1184097307e-08" offset="1080" />
- <DataArray type="Float64" Name="stress_yy" format="appended" RangeMin="0" RangeMax="6711409.396" offset="1144" />
- <DataArray type="Float64" Name="stress_zz" format="appended" RangeMin="0" RangeMax="0" offset="1200" />
- <DataArray type="Float64" Name="w_n" format="appended" RangeMin="0" RangeMax="1.9865771812e-05" offset="1240" />
- <DataArray type="Float64" Name="w_s" format="appended" RangeMin="-7.5883832566e-23" RangeMax="0" offset="1292" />
- <DataArray type="Float64" Name="f_stress_n_analytical" format="appended" RangeMin="0" RangeMax="6711400" offset="1344" />
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="2.9865771812e-05" offset="896" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="6711409.396" offset="968" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.9865771812e-05" offset="1048" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="6711409.396" offset="1128" />
</CellData>
<Points>
- <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1392" />
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1252" />
</Points>
<Cells>
- <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1452" />
- <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1516" />
- <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1564" />
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1332" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1416" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1484" />
</Cells>
</Piece>
</UnstructuredGrid>
<AppendedData encoding="base64">
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+ _AQAAAAAAAAAAgAAAAAAAABkAAAAAAAAAIQAAAAAAAAA=eF4z0zPVM9A1NjPSTTdKTrJIMzZN1UvJLCqpBABN8gcQAQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAARAAAAAAAAAA=eF5j8W30v3Ak2fpDxuOOrT+e7GOAAhx8O8/jtvr+duUw9XbPzOpXR08o2F3Ne85Zcavvbph61aC+TfN+V1oDABEMKS4=AQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAAJQAAAAAAAAA=eF5jYKAMWJ3OX3PTpMlaL2BR4dorX/a5dNUUm7iWw/kABTQQWw==AQAAAAAAAAAAgAAAAAAAAMAAAAAAAAAAcwAAAAAAAAA=eF5TDz8jwlQXurspqWcBN0uRHQMUNHjOvXrYqNxaDYe8uOG/mRd4a61bQ1Qrr/1MsM5Ck9+2SHrFlfYpu2uh8uFo8vd2e09Ift63W6CltED3nN7ubDR5j62HpHdeL93tA5UvQZM3/vI/ZmN6szUAKsU/Eg==AQAAAAAAAAAAgAAAAAAAADAAAAAAAAAAFQAAAAAAAAA=eF5jYMAPlrOImHEE/reD0QAo2gUXAQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAAKAAAAAAAAAA=eF5jYKAM6BSnBqQnPNt7Zn54pMysSEeLK8Wq62fe2XsaygcA+A0PGQ==AQAAAAAAAAAAgAAAAAAAAMAAAAAAAAAAdgAAAAAAAAA=eF6b2rnl6aUuu313FoZHysyKdGSAAo7pVXz7qxPspkDl76PJs904svjRkhS7zsDJk8/Je9gdQpP/cYRR8I9O7b5GqPxqNPnmBS+dEr+W7ovY0R5S/lh0H7r+Nb1tjIFc8fsKoPLn0OR9SozkWyZn2wEA/jtEPw==AQAAAAAAAAAAgAAAAAAAABgAAAAAAAAAEwAAAAAAAAA=eF5bxiJixhH4344BDQAAMtkCiw==AQAAAAAAAAAAgAAAAAAAADAAAAAAAAAAGwAAAAAAAAA=eF5bsq6/cH7Yo72n54dHysyKdGQgAABYiAhRAQAAAAAAAAAAgAAAAAAAADAAAAAAAAAAGwAAAAAAAAA=eF6LEdB7Vny9drdewKLCtVe+2DEQAABI7ghHAQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAAOwAAAAAAAAA=eF5jYMAPXnx7reL3idXu9sLwSJlZkY4w8VPZjx+qzZXZt+OH8f0N6U9st6PJH/G0y7u3M2gfAFz3GTU=AQAAAAAAAAAAgAAAAAAAAJAAAAAAAAAAGwAAAAAAAAA=eF5jYMAHPtgTEHfALo9LHN08GB8hDgBcugZsAQAAAAAAAAAAgAAAAAAAAFAAAAAAAAAAHAAAAAAAAAA=eF5jZYAAFgZUwAilWdHkmdH4MHkmKA0ABegAIg==AQAAAAAAAAAAgAAAAAAAABgAAAAAAAAAEAAAAAAAAAA=eF5jYoAANijNBaUBAPgAEw==AQAAAAAAAAAAgAAAAAAAAAMAAAAAAAAACwAAAAAAAAA=eF5j5uQEAAAnABY=
</AppendedData>
</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_90_t_90.000000.vtu b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_90_t_90.000000.vtu
index 2ab8ac79297c293f6ddba4ebe2dfa545c8c9f577..7dc00548cacb17f623ee1f94a68a507faf348576 100644
--- a/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_90_t_90.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/cohesive_zone_load_path_ts_90_t_90.000000.vtu
@@ -1,47 +1,35 @@
<?xml version="1.0"?>
-<VTKFile type="UnstructuredGrid" version="0.1" byte_order="LittleEndian" header_type="UInt32" compressor="vtkZLibDataCompressor">
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
<UnstructuredGrid>
<FieldData>
- <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="20" format="appended" RangeMin="45" RangeMax="103" offset="0" />
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
</FieldData>
<Piece NumberOfPoints="6" NumberOfCells="3" >
<PointData>
- <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="4.4225258126e-22" RangeMax="1.5e-05" offset="64" />
- <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2.9932885906e-05" offset="180" />
- <DataArray type="Float64" Name="sigma_xx" format="appended" RangeMin="-2.9235285356e-08" RangeMax="1.2210656786e-08" offset="252" />
- <DataArray type="Float64" Name="sigma_xy" format="appended" RangeMin="-2.4504989436e-07" RangeMax="1.1921389123e-07" offset="332" />
- <DataArray type="Float64" Name="sigma_yy" format="appended" RangeMin="3355704.9262" RangeMax="3355704.9262" offset="436" />
- <DataArray type="Float64" Name="sigma_zz" format="appended" RangeMin="0" RangeMax="0" offset="500" />
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="5.9642412938e-23" RangeMax="1.5e-05" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2.9932885906e-05" offset="224" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="3.3557049262e-08" RangeMax="3.3557049262e-08" offset="324" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="3.9932885906e-05" offset="532" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="3355704.698" offset="604" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="3355704.9262" RangeMax="3355704.9262" offset="704" />
</PointData>
<CellData>
- <DataArray type="Int32" Name="MaterialIDs" format="appended" RangeMin="0" RangeMax="1" offset="540" />
- <DataArray type="Float64" Name="aperture" format="appended" RangeMin="0" RangeMax="3.9932885906e-05" offset="584" />
- <DataArray type="Float64" Name="f_stress_n" format="appended" RangeMin="0" RangeMax="3355704.698" offset="636" />
- <DataArray type="Float64" Name="f_stress_s" format="appended" RangeMin="-1.8435156989e-10" RangeMax="0" offset="688" />
- <DataArray type="Float64" Name="levelset1" format="appended" RangeMin="-0.5" RangeMax="0.5" offset="740" />
- <DataArray type="Float64" Name="strain_xx" format="appended" RangeMin="-8.4170216155e-25" RangeMax="8.416974304e-25" offset="788" />
- <DataArray type="Float64" Name="strain_xy" format="appended" RangeMin="-6.5416676276e-22" RangeMax="5.7730918897e-22" offset="852" />
- <DataArray type="Float64" Name="strain_yy" format="appended" RangeMin="0" RangeMax="3.3557049262e-08" offset="916" />
- <DataArray type="Float64" Name="strain_zz" format="appended" RangeMin="0" RangeMax="0" offset="972" />
- <DataArray type="Float64" Name="stress_xx" format="appended" RangeMin="-8.4170216155e-11" RangeMax="8.416974304e-11" offset="1012" />
- <DataArray type="Float64" Name="stress_xy" format="appended" RangeMin="-6.5416676276e-08" RangeMax="5.7730918897e-08" offset="1076" />
- <DataArray type="Float64" Name="stress_yy" format="appended" RangeMin="0" RangeMax="3355704.9262" offset="1140" />
- <DataArray type="Float64" Name="stress_zz" format="appended" RangeMin="0" RangeMax="0" offset="1196" />
- <DataArray type="Float64" Name="w_n" format="appended" RangeMin="0" RangeMax="2.9932885906e-05" offset="1236" />
- <DataArray type="Float64" Name="w_s" format="appended" RangeMin="-1.6444160035e-21" RangeMax="0" offset="1288" />
- <DataArray type="Float64" Name="f_stress_n_analytical" format="appended" RangeMin="0" RangeMax="3355700" offset="1340" />
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="3.9932885906e-05" offset="908" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="3355704.698" offset="980" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2.9932885906e-05" offset="1060" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="3355704.9262" offset="1140" />
</CellData>
<Points>
- <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1388" />
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1264" />
</Points>
<Cells>
- <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1448" />
- <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1512" />
- <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1560" />
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1344" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1428" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1496" />
</Cells>
</Piece>
</UnstructuredGrid>
<AppendedData encoding="base64">
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+ _AQAAAAAAAAAAgAAAAAAAABkAAAAAAAAAIQAAAAAAAAA=eF4z0zPVM9A1NjPSTTdKTrJIMzZN1UvJLCqpBABN8gcQAQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAAQwAAAAAAAAA=eF6T2CgYL/Q2YHeGbKivQOn7fQxQgINv57R+jZ/YMz+Yejvba0yH+QwCrCUXXzTMmFG2G6a+4arNptlsQbsBfDIeGQ==AQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAAKAAAAAAAAAA=eF5jYKAMPNqTvzW1dLZ1UfoWR57k//vyj//rb8udbV0I5QMAHDAQ8g==AQAAAAAAAAAAgAAAAAAAAMAAAAAAAAAAeQAAAAAAAAA=eF67Pq8zuak73TrhkPRWbpYkOwYo0KivdOBalr/7GlR+8QFU+fWnBNoq2qp33722+syr9WnWcWj6E8u8F+31n2Z9DiqvjCb/N61CP9xsxe4JjxsXbpNN3+2AJi92L+jRC6vp1rOg8g0HUeU/Z/RVhda17gYAYcNDaA==AQAAAAAAAAAAgAAAAAAAADAAAAAAAAAAFQAAAAAAAAA=eF5jYMAPvvIKN29+z2IPowE94Ab7AQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAAKAAAAAAAAAA=eF5jYKAM6Avmbzyf+mzvcpaISJlZno4MFcZfk+Of7V0G5QMA5TMNdA==AQAAAAAAAAAAgAAAAAAAAMAAAAAAAAAAeAAAAAAAAAA=eF7LOlrUf3ZXgF1AWH+ZzCxPRwYoeGBwvP5GTdi+LKj83WBUed9A7UkX+5L3LdkX+PuoXIBdHJr+M3xn9O5vqbebBpUXQJM3nnx+ir7JxH2blgqcOZkTsE8PTd7g7JlJHY0Ndrug8lKhqPKGHp2Znt15+wBAz0NVAQAAAAAAAAAAgAAAAAAAABgAAAAAAAAAEwAAAAAAAAA=eF77yivcvPk9iz0DGgAASMwDfg==AQAAAAAAAAAAgAAAAAAAADAAAAAAAAAAGwAAAAAAAAA=eF6b7hJ4eWbSs73LWCIiZWZ5OjIQAAAq/Qc5AQAAAAAAAAAAgAAAAAAAADAAAAAAAAAAGwAAAAAAAAA=eF7TcNquVFY4e3dR+hZHnuT/dgwEAAAYEAb7AQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAAOwAAAAAAAAA=eF5jYMAPGs4EP37FdMtWLLS/TGaWpyNMfGbA7em3JbP3MdRtn/iR6dZeszBU+dzcz4yc05LsAARuFdw=AQAAAAAAAAAAgAAAAAAAAJAAAAAAAAAAGwAAAAAAAAA=eF5jYMAHPtgTEHfALo9LHN08GB8hDgBcugZsAQAAAAAAAAAAgAAAAAAAAFAAAAAAAAAAHAAAAAAAAAA=eF5jZYAAFgZUwAilWdHkmdH4MHkmKA0ABegAIg==AQAAAAAAAAAAgAAAAAAAABgAAAAAAAAAEAAAAAAAAAA=eF5jYoAANijNBaUBAPgAEw==AQAAAAAAAAAAgAAAAAAAAAMAAAAAAAAACwAAAAAAAAA=eF5j5uQEAAAnABY=
</AppendedData>
</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path.prj b/Tests/Data/LIE/Mechanics/coulomb_load_path.prj
index f9f2450b02513085034e5241e86fce161f522ba7..3bd4e95578287e2d36fb70f44b31957f8042c820 100644
--- a/Tests/Data/LIE/Mechanics/coulomb_load_path.prj
+++ b/Tests/Data/LIE/Mechanics/coulomb_load_path.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>coulomb_load_path.vtu</mesh>
<geometry>coulomb_load_path.gml</geometry>
@@ -36,9 +36,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -73,16 +74,20 @@
<timesteps>
<pair>
<repeat>5</repeat>
- <each_steps>1</each_steps>
+ <each_steps>40</each_steps>
</pair>
</timesteps>
<variables>
<variable>displacement</variable>
<variable>displacement_jump1</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
- <variable>aperture</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
@@ -235,4 +240,66 @@
</eigen>
</linear_solver>
</linear_solvers>
+ <test_definition>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>displacement</field>
+ <absolute_tolerance>1e-16</absolute_tolerance>
+ <relative_tolerance>0</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>displacement_jump1</field>
+ <absolute_tolerance>1e-16</absolute_tolerance>
+ <relative_tolerance>1e-16</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>sigma</field>
+ <absolute_tolerance>6.e-4</absolute_tolerance>
+ <relative_tolerance>5.e-6</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>epsilon</field>
+ <absolute_tolerance>1.e-12</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>fracture_stress</field>
+ <absolute_tolerance>1.e-10</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>fracture_aperture</field>
+ <absolute_tolerance>1.e-12</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>sigma_avg</field>
+ <absolute_tolerance>5.e-4</absolute_tolerance>
+ <relative_tolerance>5.e-6</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>local_jump_w_avg</field>
+ <absolute_tolerance>1.e-12</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>fracture_stress_avg</field>
+ <absolute_tolerance>1.e-10</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ <vtkdiff>
+ <regex>coulomb_load_path_.*.vtu</regex>
+ <field>fracture_aperture_avg</field>
+ <absolute_tolerance>1.e-12</absolute_tolerance>
+ <relative_tolerance>1.e-11</relative_tolerance>
+ </vtkdiff>
+ </test_definition>
</OpenGeoSysProject>
diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_0_t_0.000000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_0_t_0.000000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..b2f387b7f293752bffb02986e91d1dcbe61c83ff
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_0_t_0.000000.vtu
@@ -0,0 +1,35 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
+ <UnstructuredGrid>
+ <FieldData>
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
+ </FieldData>
+ <Piece NumberOfPoints="6" NumberOfCells="3" >
+ <PointData>
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="148" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0" offset="208" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="1e-05" offset="268" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="344" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0" offset="404" />
+ </PointData>
+ <CellData>
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="1e-05" offset="464" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="536" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="596" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0" offset="656" />
+ </CellData>
+ <Points>
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="716" />
+ </Points>
+ <Cells>
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="796" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="880" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="948" />
+ </Cells>
+ </Piece>
+ </UnstructuredGrid>
+ <AppendedData encoding="base64">
+ _AQAAAAAAAAAAgAAAAAAAABkAAAAAAAAAIQAAAAAAAAA=eF4z0zPVM9A1NjPSTTdKTrJIMzZN1UvJLCqpBABN8gcQAQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAADAAAAAAAAAA=eF5jYKAtAAAAYAABAQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAADAAAAAAAAAA=eF5jYKAtAAAAYAABAQAAAAAAAAAAgAAAAAAAAMAAAAAAAAAADAAAAAAAAAA=eF5jYBjaAAAAwAABAQAAAAAAAAAAgAAAAAAAADAAAAAAAAAAFgAAAAAAAAA=eF5jYMAPPmY87tj644kdjAYAYQALJw==AQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAADAAAAAAAAAA=eF5jYKAtAAAAYAABAQAAAAAAAAAAgAAAAAAAAMAAAAAAAAAADAAAAAAAAAA=eF5jYBjaAAAAwAABAQAAAAAAAAAAgAAAAAAAABgAAAAAAAAAEwAAAAAAAAA=eF77mPG4Y+uPJ3YMaAAAc2QFlA==AQAAAAAAAAAAgAAAAAAAADAAAAAAAAAADAAAAAAAAAA=eF5jYCANAAAAMAABAQAAAAAAAAAAgAAAAAAAADAAAAAAAAAADAAAAAAAAAA=eF5jYCANAAAAMAABAQAAAAAAAAAAgAAAAAAAAGAAAAAAAAAADAAAAAAAAAA=eF5jYKAtAAAAYAABAQAAAAAAAAAAgAAAAAAAAJAAAAAAAAAAGwAAAAAAAAA=eF5jYMAHPtgTEHfALo9LHN08GB8hDgBcugZsAQAAAAAAAAAAgAAAAAAAAFAAAAAAAAAAHAAAAAAAAAA=eF5jZYAAFgZUwAilWdHkmdH4MHkmKA0ABegAIg==AQAAAAAAAAAAgAAAAAAAABgAAAAAAAAAEAAAAAAAAAA=eF5jYoAANijNBaUBAPgAEw==AQAAAAAAAAAAgAAAAAAAAAMAAAAAAAAACwAAAAAAAAA=eF5j5uQEAAAnABY=
+ </AppendedData>
+</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_120_t_1.200000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_120_t_1.200000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..4a4ba796f30b4fb3994a73629238950280cb1c46
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_120_t_1.200000.vtu
@@ -0,0 +1,35 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
+ <UnstructuredGrid>
+ <FieldData>
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
+ </FieldData>
+ <Piece NumberOfPoints="6" NumberOfCells="3" >
+ <PointData>
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2.2360679775e-06" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2.2360679248e-06" offset="208" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="1.0512517091e-14" RangeMax="2.4510934409e-14" offset="296" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="9.0000000214e-06" offset="524" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="27450.023829" offset="600" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="16424.377644" RangeMax="67416.259076" offset="692" />
+ </PointData>
+ <CellData>
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="9.0000000214e-06" offset="968" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="27450.023829" offset="1040" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2.2360679248e-06" offset="1120" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="29013.959068" offset="1204" />
+ </CellData>
+ <Points>
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1344" />
+ </Points>
+ <Cells>
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1424" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1508" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1576" />
+ </Cells>
+ </Piece>
+ </UnstructuredGrid>
+ <AppendedData encoding="base64">
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+ </AppendedData>
+</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_160_t_1.600000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_160_t_1.600000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..3f20cc240d6d0d42f360cb9d40687a96acf6c3e6
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_160_t_1.600000.vtu
@@ -0,0 +1,35 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
+ <UnstructuredGrid>
+ <FieldData>
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
+ </FieldData>
+ <Piece NumberOfPoints="6" NumberOfCells="3" >
+ <PointData>
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="6.0827625303e-06" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="6.0827624546e-06" offset="212" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="1.5517621616e-14" RangeMax="3.6681403465e-14" offset="304" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="9.0000000326e-06" offset="544" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="41646.88895" offset="620" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="24524.346901" RangeMax="101166.72399" offset="712" />
+ </PointData>
+ <CellData>
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="9.0000000326e-06" offset="988" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="41646.88895" offset="1060" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="6.0827624546e-06" offset="1140" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="44043.031072" offset="1220" />
+ </CellData>
+ <Points>
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1356" />
+ </Points>
+ <Cells>
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1436" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1520" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1588" />
+ </Cells>
+ </Piece>
+ </UnstructuredGrid>
+ <AppendedData encoding="base64">
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+ </AppendedData>
+</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_200_t_2.000000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_200_t_2.000000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..ab5b1ea75653696e7523466be703131b9378a35c
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_200_t_2.000000.vtu
@@ -0,0 +1,35 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
+ <UnstructuredGrid>
+ <FieldData>
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
+ </FieldData>
+ <Piece NumberOfPoints="6" NumberOfCells="3" >
+ <PointData>
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.0049875621e-05" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.0049875523e-05" offset="212" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="2.0531278885e-14" RangeMax="4.8852524689e-14" offset="300" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="9.0000000438e-06" offset="536" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="55846.470182" offset="612" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="32675.440521" RangeMax="134917.9249" offset="700" />
+ </PointData>
+ <CellData>
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="9.0000000438e-06" offset="976" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="55846.470182" offset="1048" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.0049875523e-05" offset="1128" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="59074.722537" offset="1212" />
+ </CellData>
+ <Points>
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1352" />
+ </Points>
+ <Cells>
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1432" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1516" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1584" />
+ </Cells>
+ </Piece>
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new file mode 100644
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diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_280_t_2.800000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_280_t_2.800000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..899d2c1bbdf1beda55db366aa5e9b6173ac05150
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diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_320_t_3.200000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_320_t_3.200000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..9b1f3cf3dfe812ec36b826ebe9dacfefdb0022cc
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_320_t_3.200000.vtu
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diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_360_t_3.600000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_360_t_3.600000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..1d78c5e8894c227aadc47a7b59ee3eb0d1cf2c60
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_360_t_3.600000.vtu
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new file mode 100644
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diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_401_t_4.000000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_401_t_4.000000.vtu
new file mode 100644
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diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_40_t_0.400000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_40_t_0.400000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..a85b3f651236188395b09e31aedde9f3ca1348cf
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+++ b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_40_t_0.400000.vtu
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diff --git a/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_80_t_0.800000.vtu b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_80_t_0.800000.vtu
new file mode 100644
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--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/coulomb_load_path_ts_80_t_0.800000.vtu
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+ </AppendedData>
+</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures.prj b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures.prj
index 7db3ce6f6158c5904110038f3cef9e14b3019753..c1cf89d50088f6c1ebbc778af6fb26b6dd8d5cfb 100644
--- a/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures.prj
+++ b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>five_element_two_fractures.vtu</mesh>
<geometry>five_element_two_fractures.gml</geometry>
@@ -33,9 +33,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -78,11 +79,14 @@
<variable>displacement</variable>
<variable>displacement_jump1</variable>
<variable>displacement_jump2</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
- <variable>f_stress_n</variable>
- <variable>f_stress_s</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
</output>
</time_loop>
@@ -274,31 +278,19 @@
</vtkdiff>
<vtkdiff>
<regex>elastic_push_pull_two_fractures_t_.*.vtu</regex>
- <field>sigma_xx</field>
+ <field>sigma</field>
<absolute_tolerance>5e-10</absolute_tolerance>
<relative_tolerance>0</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>elastic_push_pull_two_fractures_t_.*.vtu</regex>
- <field>sigma_yy</field>
- <absolute_tolerance>5e-11</absolute_tolerance>
- <relative_tolerance>0</relative_tolerance>
- </vtkdiff>
- <vtkdiff>
- <regex>elastic_push_pull_two_fractures_t_.*.vtu</regex>
- <field>sigma_xy</field>
- <absolute_tolerance>1e-10</absolute_tolerance>
- <relative_tolerance>0</relative_tolerance>
- </vtkdiff>
- <vtkdiff>
- <regex>elastic_push_pull_two_fractures_t_.*.vtu</regex>
- <field>f_stress_n</field>
- <absolute_tolerance>1e-16</absolute_tolerance>
+ <field>fracture_stress</field>
+ <absolute_tolerance>1e-11</absolute_tolerance>
<relative_tolerance>0</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>elastic_push_pull_two_fractures_t_.*.vtu</regex>
- <field>f_stress_s</field>
+ <field>fracture_stress_avg</field>
<absolute_tolerance>1e-11</absolute_tolerance>
<relative_tolerance>0</relative_tolerance>
</vtkdiff>
diff --git a/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_0.vtu b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_0.vtu
index 79425372b07ea73488fa31dc697a396fb994bfe8..a8424513e750bc447151b3d3006dce900e94e2f0 100644
--- a/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_0.vtu
+++ b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_0.vtu
@@ -2,46 +2,35 @@
<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
<UnstructuredGrid>
<FieldData>
- <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="20" format="appended" RangeMin="45" RangeMax="103" offset="0" />
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
</FieldData>
<Piece NumberOfPoints="8" NumberOfCells="5" >
<PointData>
- <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="84" />
- <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="144" />
- <DataArray type="Float64" Name="displacement_jump2" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="204" />
- <DataArray type="Float64" Name="sigma_xx" format="appended" RangeMin="0" RangeMax="0" offset="264" />
- <DataArray type="Float64" Name="sigma_xy" format="appended" RangeMin="0" RangeMax="0" offset="324" />
- <DataArray type="Float64" Name="sigma_yy" format="appended" RangeMin="0" RangeMax="0" offset="384" />
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="148" />
+ <DataArray type="Float64" Name="displacement_jump2" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="208" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0" offset="268" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="1e-05" offset="328" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="408" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0" offset="468" />
</PointData>
<CellData>
- <DataArray type="Int32" Name="MaterialIDs" format="appended" RangeMin="0" RangeMax="2" offset="444" />
- <DataArray type="Float64" Name="aperture" format="appended" RangeMin="0" RangeMax="1e-05" offset="512" />
- <DataArray type="Float64" Name="f_stress_n" format="appended" RangeMin="0" RangeMax="0" offset="588" />
- <DataArray type="Float64" Name="f_stress_s" format="appended" RangeMin="0" RangeMax="0" offset="648" />
- <DataArray type="Float64" Name="levelset1" format="appended" RangeMin="-0.5" RangeMax="0.5" offset="708" />
- <DataArray type="Float64" Name="levelset2" format="appended" RangeMin="-0.5" RangeMax="0.5" offset="776" />
- <DataArray type="Float64" Name="strain_xx" format="appended" RangeMin="0" RangeMax="0" offset="844" />
- <DataArray type="Float64" Name="strain_xy" format="appended" RangeMin="0" RangeMax="0" offset="904" />
- <DataArray type="Float64" Name="strain_yy" format="appended" RangeMin="0" RangeMax="0" offset="964" />
- <DataArray type="Float64" Name="strain_zz" format="appended" RangeMin="0" RangeMax="0" offset="1024" />
- <DataArray type="Float64" Name="stress_xx" format="appended" RangeMin="0" RangeMax="0" offset="1084" />
- <DataArray type="Float64" Name="stress_xy" format="appended" RangeMin="0" RangeMax="0" offset="1144" />
- <DataArray type="Float64" Name="stress_yy" format="appended" RangeMin="0" RangeMax="0" offset="1204" />
- <DataArray type="Float64" Name="stress_zz" format="appended" RangeMin="0" RangeMax="0" offset="1264" />
- <DataArray type="Float64" Name="w_n" format="appended" RangeMin="0" RangeMax="0" offset="1324" />
- <DataArray type="Float64" Name="w_s" format="appended" RangeMin="0" RangeMax="0" offset="1384" />
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="1e-05" offset="528" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="604" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0" offset="664" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="0" offset="724" />
</CellData>
<Points>
- <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="3.1622776602" offset="1444" />
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="3.1622776602" offset="784" />
</Points>
<Cells>
- <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1536" />
- <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1640" />
- <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1716" />
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="876" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="980" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1056" />
</Cells>
</Piece>
</UnstructuredGrid>
<AppendedData encoding="base64">
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</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_1.vtu b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_1.vtu
index 14b59a1d79a9ab6dc1263b6d5dad6e2047c3cfd4..563792191b66b54816e88f3262985f2afae3b89f 100644
--- a/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_1.vtu
+++ b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_1.vtu
@@ -2,46 +2,35 @@
<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
<UnstructuredGrid>
<FieldData>
- <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="20" format="appended" RangeMin="45" RangeMax="103" offset="0" />
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
</FieldData>
<Piece NumberOfPoints="8" NumberOfCells="5" >
<PointData>
- <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="5e-07" offset="84" />
- <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="3.0440279142e-23" offset="220" />
- <DataArray type="Float64" Name="displacement_jump2" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2.2054896457e-22" offset="312" />
- <DataArray type="Float64" Name="sigma_xx" format="appended" RangeMin="100000" RangeMax="100000" offset="408" />
- <DataArray type="Float64" Name="sigma_xy" format="appended" RangeMin="-2.2249097855e-11" RangeMax="1.28272497e-11" offset="500" />
- <DataArray type="Float64" Name="sigma_yy" format="appended" RangeMin="-1.6604511801e-12" RangeMax="4.9901190925e-12" offset="644" />
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="5e-07" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4.083788532e-23" offset="228" />
+ <DataArray type="Float64" Name="displacement_jump2" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2.537701476e-22" offset="320" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="5e-07" RangeMax="5e-07" offset="416" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="1e-05" offset="696" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="5.0754029519e-12" offset="776" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="100000" RangeMax="100000" offset="920" />
</PointData>
<CellData>
- <DataArray type="Int32" Name="MaterialIDs" format="appended" RangeMin="0" RangeMax="2" offset="784" />
- <DataArray type="Float64" Name="aperture" format="appended" RangeMin="0" RangeMax="1e-05" offset="852" />
- <DataArray type="Float64" Name="f_stress_n" format="appended" RangeMin="0" RangeMax="1.0602290566e-27" offset="928" />
- <DataArray type="Float64" Name="f_stress_s" format="appended" RangeMin="-1.3864254603e-13" RangeMax="2.1907966211e-12" offset="1000" />
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- <DataArray type="Float64" Name="strain_xy" format="appended" RangeMin="-4.8577953294e-23" RangeMax="0" offset="1292" />
- <DataArray type="Float64" Name="strain_yy" format="appended" RangeMin="0" RangeMax="1.3737014523e-23" offset="1384" />
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- <DataArray type="Float64" Name="stress_xx" format="appended" RangeMin="0" RangeMax="100000" offset="1532" />
- <DataArray type="Float64" Name="stress_xy" format="appended" RangeMin="-9.7155906588e-12" RangeMax="0" offset="1604" />
- <DataArray type="Float64" Name="stress_yy" format="appended" RangeMin="0" RangeMax="2.7474029045e-12" offset="1700" />
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- <DataArray type="Float64" Name="w_s" format="appended" RangeMin="-6.9321273015e-24" RangeMax="1.0953983106e-22" offset="1920" />
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="1e-05" offset="1204" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2.4222287872e-12" offset="1280" />
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+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="100000" offset="1472" />
</CellData>
<Points>
- <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="3.1622776602" offset="2000" />
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="3.1622776602" offset="1616" />
</Points>
<Cells>
- <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="2092" />
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- <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="2272" />
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1708" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1812" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1888" />
</Cells>
</Piece>
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diff --git a/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_2.vtu b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_2.vtu
index 73e983d03c0103049352abe252c27b6c47b9f1df..b96a95555b770a0d2dc9b3154d5f47a6d1fa8dbb 100644
--- a/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_2.vtu
+++ b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_2.vtu
@@ -2,46 +2,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_3.vtu b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_3.vtu
index aa2c1b52485e1267fce8367fe120e88724b61ad2..3ce016d041d09031add02d9efd310d64fa6fc185 100644
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+++ b/Tests/Data/LIE/Mechanics/elastic_push_pull_two_fractures_t_3.vtu
@@ -2,46 +2,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/expected_coulomb_load_path_ts_100_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/expected_coulomb_load_path_ts_100_t_1.000000.vtu
deleted file mode 100644
index 2bb34d419b57a1b140001d38d5f398a201f338c5..0000000000000000000000000000000000000000
--- a/Tests/Data/LIE/Mechanics/expected_coulomb_load_path_ts_100_t_1.000000.vtu
+++ /dev/null
@@ -1,45 +0,0 @@
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diff --git a/Tests/Data/LIE/Mechanics/expected_coulomb_load_path_ts_200_t_2.000000.vtu b/Tests/Data/LIE/Mechanics/expected_coulomb_load_path_ts_200_t_2.000000.vtu
deleted file mode 100644
index 723356ef4d871e9bf871da1291a7005d65dab524..0000000000000000000000000000000000000000
--- a/Tests/Data/LIE/Mechanics/expected_coulomb_load_path_ts_200_t_2.000000.vtu
+++ /dev/null
@@ -1,45 +0,0 @@
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diff --git a/Tests/Data/LIE/Mechanics/expected_coulomb_load_path_ts_401_t_4.000000.vtu b/Tests/Data/LIE/Mechanics/expected_coulomb_load_path_ts_401_t_4.000000.vtu
deleted file mode 100644
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--- a/Tests/Data/LIE/Mechanics/expected_coulomb_load_path_ts_401_t_4.000000.vtu
+++ /dev/null
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diff --git a/Tests/Data/LIE/Mechanics/expected_sfrac_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/expected_sfrac_ts_1_t_1.000000.vtu
deleted file mode 100644
index c230aa0970b506f8dafa7adbe888f8352766ac4b..0000000000000000000000000000000000000000
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diff --git a/Tests/Data/LIE/Mechanics/expected_single_joint_displacement_controlled_ts_10_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/expected_single_joint_displacement_controlled_ts_10_t_1.000000.vtu
deleted file mode 100644
index 33a104b18dd60501177e8ea0f02d2ee22cfdb06a..0000000000000000000000000000000000000000
--- a/Tests/Data/LIE/Mechanics/expected_single_joint_displacement_controlled_ts_10_t_1.000000.vtu
+++ /dev/null
@@ -1,45 +0,0 @@
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diff --git a/Tests/Data/LIE/Mechanics/expected_single_joint_negative_aperture_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/expected_single_joint_negative_aperture_ts_1_t_1.000000.vtu
deleted file mode 100644
index 7f19c76e3e9d6b4d9669d4c2290d996515b0722e..0000000000000000000000000000000000000000
--- a/Tests/Data/LIE/Mechanics/expected_single_joint_negative_aperture_ts_1_t_1.000000.vtu
+++ /dev/null
@@ -1,45 +0,0 @@
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diff --git a/Tests/Data/LIE/Mechanics/expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu
deleted file mode 100644
index 06f5677ca3ed44b9d59de0c7986212dd540ecad3..0000000000000000000000000000000000000000
--- a/Tests/Data/LIE/Mechanics/expected_two_cracks_branch_pull_ts_1_t_1.000000.vtu
+++ /dev/null
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diff --git a/Tests/Data/LIE/Mechanics/expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu
deleted file mode 100644
index d7a1f839715266b3afa74fd250824c3eb6381337..0000000000000000000000000000000000000000
--- a/Tests/Data/LIE/Mechanics/expected_two_cracks_junction_pull_ts_1_t_1.000000.vtu
+++ /dev/null
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- </AppendedData>
-</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/mohr_coulomb_load_path_nu0p3.prj b/Tests/Data/LIE/Mechanics/mohr_coulomb_load_path_nu0p3.prj
index d80be9875fe8c60e7c62e0ad06e3031e55855bf4..d3f637d55c3e0b92f3e4868554657c5ae2a8748a 100644
--- a/Tests/Data/LIE/Mechanics/mohr_coulomb_load_path_nu0p3.prj
+++ b/Tests/Data/LIE/Mechanics/mohr_coulomb_load_path_nu0p3.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>mohr_coulomb_load_path.vtu</mesh>
<geometry>mohr_coulomb_load_path.gml</geometry>
@@ -36,9 +36,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -79,11 +80,15 @@
<variables>
<variable>displacement</variable>
<variable>displacement_jump1</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
- <variable>f_stress_s</variable>
<variable>stress_xy</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
@@ -290,26 +295,26 @@
</vtkdiff>
<vtkdiff>
<regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_0.500000.vtu</regex>
- <field>stress_xy</field>
+ <field>sigma</field>
<absolute_tolerance>3e-4</absolute_tolerance>
<relative_tolerance>0</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_1.500000.vtu</regex>
- <field>stress_xy</field>
- <absolute_tolerance>6e-4</absolute_tolerance>
+ <field>sigma</field>
+ <absolute_tolerance>1.2e-3</absolute_tolerance>
<relative_tolerance>0</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_2.500000.vtu</regex>
- <field>stress_xy</field>
- <absolute_tolerance>2.6e-3</absolute_tolerance>
+ <field>sigma</field>
+ <absolute_tolerance>7.0e-3</absolute_tolerance>
<relative_tolerance>0</relative_tolerance>
</vtkdiff>
<vtkdiff>
<regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_4.000000.vtu</regex>
- <field>stress_xy</field>
- <absolute_tolerance>5.6e-4</absolute_tolerance>
+ <field>sigma</field>
+ <absolute_tolerance>1.0e-3</absolute_tolerance>
<relative_tolerance>0</relative_tolerance>
</vtkdiff>
<vtkdiff>
@@ -336,27 +341,27 @@
<absolute_tolerance>1e-7</absolute_tolerance>
<relative_tolerance>1e-15</relative_tolerance>
</vtkdiff>
- <vtkdiff>
- <regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_0.500000.vtu</regex>
- <field>f_stress_s</field>
- <absolute_tolerance>2e-14</absolute_tolerance>
- <relative_tolerance>0</relative_tolerance>
- </vtkdiff>
<vtkdiff>
<regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_1.500000.vtu</regex>
- <field>f_stress_s</field>
+ <field>fracture_stress</field>
<absolute_tolerance>1e-8</absolute_tolerance>
<relative_tolerance>0</relative_tolerance>
</vtkdiff>
<vtkdiff>
- <regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_2.500000.vtu</regex>
- <field>f_stress_s</field>
+ <regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_4.000000.vtu</regex>
+ <field>fracture_stress</field>
<absolute_tolerance>1e-7</absolute_tolerance>
<relative_tolerance>1e-15</relative_tolerance>
</vtkdiff>
+ <vtkdiff>
+ <regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_1.500000.vtu</regex>
+ <field>fracture_stress_avg</field>
+ <absolute_tolerance>1e-8</absolute_tolerance>
+ <relative_tolerance>0</relative_tolerance>
+ </vtkdiff>
<vtkdiff>
<regex>out_mohr_coulomb_load_path_nu0p3_ts_(.*)_t_4.000000.vtu</regex>
- <field>f_stress_s</field>
+ <field>fracture_stress_avg</field>
<absolute_tolerance>1e-7</absolute_tolerance>
<relative_tolerance>1e-15</relative_tolerance>
</vtkdiff>
diff --git a/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_150_t_1.500000.vtu b/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_150_t_1.500000.vtu
index a8382f6bb5bfe6bc21a6d6bab2329ab155016630..e39653d662680b4e039eae0cb4354fdb57f24c25 100644
--- a/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_150_t_1.500000.vtu
+++ b/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_150_t_1.500000.vtu
@@ -1,45 +1,35 @@
<?xml version="1.0"?>
-<VTKFile type="UnstructuredGrid" version="0.1" byte_order="LittleEndian" header_type="UInt32" compressor="vtkZLibDataCompressor">
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
<UnstructuredGrid>
<FieldData>
- <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="20" format="appended" RangeMin="45" RangeMax="103" offset="0" />
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
</FieldData>
<Piece NumberOfPoints="6" NumberOfCells="3" >
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- <DataArray type="Float64" Name="sigma_xx" format="appended" RangeMin="-0.00042351647363" RangeMax="0.00084703294725" offset="212" />
- <DataArray type="Float64" Name="sigma_xy" format="appended" RangeMin="9999.9997544" RangeMax="10000.000186" offset="284" />
- <DataArray type="Float64" Name="sigma_yy" format="appended" RangeMin="-22275.782043" RangeMax="-22275.781725" offset="368" />
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.5204542284e-06" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.5204541987e-06" offset="184" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="1.2208710518e-14" RangeMax="1.2208710697e-14" offset="272" />
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+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="24417.421025" offset="572" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="24417.421037" RangeMax="24417.421394" offset="656" />
</PointData>
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+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.5204541987e-06" offset="1036" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="24417.421319" offset="1120" />
</CellData>
<Points>
- <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1192" />
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="2.2360679775" offset="1248" />
</Points>
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- <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1252" />
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- <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="1364" />
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="1328" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="1412" />
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diff --git a/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_250_t_2.500000.vtu b/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_250_t_2.500000.vtu
index 5c0274f25ff5ca53702e27fe8a19fd6fce446e99..254a02d768b1ec609f1a5c8d8283c023015d2678 100644
--- a/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_250_t_2.500000.vtu
+++ b/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_250_t_2.500000.vtu
@@ -1,45 +1,35 @@
<?xml version="1.0"?>
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+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
<UnstructuredGrid>
<FieldData>
- <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="20" format="appended" RangeMin="45" RangeMax="103" offset="0" />
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
</FieldData>
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- <DataArray type="Float64" Name="sigma_xx" format="appended" RangeMin="-0.0063223399897" RangeMax="0.0016940658945" offset="220" />
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- <DataArray type="Float64" Name="sigma_yy" format="appended" RangeMin="-47026.650595" RangeMax="-47026.64977" offset="396" />
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</CellData>
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diff --git a/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_401_t_4.000000.vtu b/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_401_t_4.000000.vtu
index 6f7b9c36df7f689bc527615bb50f99732a75db57..52505608a1ddf0cdef3f9660d0dcbdfc12b50652 100644
--- a/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_401_t_4.000000.vtu
+++ b/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_401_t_4.000000.vtu
@@ -1,45 +1,35 @@
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diff --git a/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_50_t_0.500000.vtu b/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_50_t_0.500000.vtu
index 5b0b116fd0a61e0d18c91daf1ccce5f1e508e40e..1b385b67a148676c9658052d48628b244949e118 100644
--- a/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_50_t_0.500000.vtu
+++ b/Tests/Data/LIE/Mechanics/out_mohr_coulomb_load_path_nu0p3_ts_50_t_0.500000.vtu
@@ -1,45 +1,35 @@
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</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/sfrac.q.prj b/Tests/Data/LIE/Mechanics/sfrac.q.prj
index 2a5b6976d2068be7b5229dc9f483549366331410..14815281f2b362e03a86aab2f9b784afbbb6c7b6 100644
--- a/Tests/Data/LIE/Mechanics/sfrac.q.prj
+++ b/Tests/Data/LIE/Mechanics/sfrac.q.prj
@@ -40,9 +40,7 @@
</fracture_properties>
<!--
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma"/>
</secondary_variables>
-->
</process>
@@ -87,11 +85,9 @@
<variable>displacement_jump2</variable>
<variable>displacement_jump3</variable>
<variable>displacement_jump4</variable>
- <variable>f_stress_n</variable>
+ <variable>fracture_stress_avg</variable>
<!--
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
+ <variable>sigma</variable>
-->
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
diff --git a/Tests/Data/LIE/Mechanics/sfrac_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/sfrac_ts_1_t_1.000000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..3c9abad6f15a244f059150ae0d7ab0de7a7e5619
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/sfrac_ts_1_t_1.000000.vtu
@@ -0,0 +1,31 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
+ <UnstructuredGrid>
+ <FieldData>
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
+ </FieldData>
+ <Piece NumberOfPoints="192" NumberOfCells="100" >
+ <PointData>
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="0.00018632367252" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="5.2884108741e-05" offset="4100" />
+ <DataArray type="Float64" Name="displacement_jump2" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.961766218e-05" offset="4580" />
+ <DataArray type="Float64" Name="displacement_jump3" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="5.069270523e-05" offset="4832" />
+ <DataArray type="Float64" Name="displacement_jump4" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="5.2777738434e-07" offset="5220" />
+ </PointData>
+ <CellData>
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1001216.1081" offset="5332" />
+ </CellData>
+ <Points>
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="0.11180339887" offset="5784" />
+ </Points>
+ <Cells>
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="8980" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="10232" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="10568" />
+ </Cells>
+ </Piece>
+ </UnstructuredGrid>
+ <AppendedData encoding="base64">
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+ </AppendedData>
+</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/single_joint.prj b/Tests/Data/LIE/Mechanics/single_joint.prj
index 6acb4926a722bd936759e7c5d90e6e11f6f9f7b1..b8de986b521e8342df4dd22bf68249c8b8476aa9 100644
--- a/Tests/Data/LIE/Mechanics/single_joint.prj
+++ b/Tests/Data/LIE/Mechanics/single_joint.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>single_joint_beta50.vtu</mesh>
<geometry>single_joint.gml</geometry>
@@ -28,9 +28,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -71,9 +72,14 @@
<variables>
<variable>displacement</variable>
<variable>displacement_jump1</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
diff --git a/Tests/Data/LIE/Mechanics/single_joint_3D.prj b/Tests/Data/LIE/Mechanics/single_joint_3D.prj
index 7b25b3c69a7ee782b80b0418bfeab9d1b12d9696..9f1a10113609f8317da19d476c64b933162d7bd2 100644
--- a/Tests/Data/LIE/Mechanics/single_joint_3D.prj
+++ b/Tests/Data/LIE/Mechanics/single_joint_3D.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>single_joint_beta50_3D.vtu</mesh>
<geometry>single_joint_3D.gml</geometry>
@@ -32,18 +32,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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="sigma_xz" output_name="sigma_xz"/>
- <secondary_variable internal_name="sigma_yz" output_name="sigma_yz"/>
- <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="epsilon_xz" output_name="epsilon_xz"/>
- <secondary_variable internal_name="epsilon_yz" output_name="epsilon_yz"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -84,18 +76,14 @@
<variables>
<variable>displacement</variable>
<variable>displacement_jump1</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_zz</variable>
- <variable>sigma_xy</variable>
- <variable>sigma_xz</variable>
- <variable>sigma_yz</variable>
- <variable>epsilon_xx</variable>
- <variable>epsilon_yy</variable>
- <variable>epsilon_zz</variable>
- <variable>epsilon_xy</variable>
- <variable>epsilon_xz</variable>
- <variable>epsilon_yz</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
diff --git a/Tests/Data/LIE/Mechanics/single_joint_3D_expected_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/single_joint_3D_ts_1_t_1.000000.vtu
similarity index 100%
rename from Tests/Data/LIE/Mechanics/single_joint_3D_expected_ts_1_t_1.000000.vtu
rename to Tests/Data/LIE/Mechanics/single_joint_3D_ts_1_t_1.000000.vtu
diff --git a/Tests/Data/LIE/Mechanics/single_joint_displacement_controlled.prj b/Tests/Data/LIE/Mechanics/single_joint_displacement_controlled.prj
index 1a6b49587b51ee828e3f8996b03279a1f62f812c..857f6f1f7000791e329f317bbf2074dfac8179ce 100644
--- a/Tests/Data/LIE/Mechanics/single_joint_displacement_controlled.prj
+++ b/Tests/Data/LIE/Mechanics/single_joint_displacement_controlled.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>single_joint_beta50.vtu</mesh>
<geometry>single_joint.gml</geometry>
@@ -36,9 +36,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -79,10 +80,14 @@
<variables>
<variable>displacement</variable>
<variable>displacement_jump1</variable>
- <variable>aperture</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
diff --git a/Tests/Data/LIE/Mechanics/single_joint_displacement_controlled_ts_10_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/single_joint_displacement_controlled_ts_10_t_1.000000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..a5616e224cf69a4dfab97b77cc1ff918e48cffc4
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/single_joint_displacement_controlled_ts_10_t_1.000000.vtu
@@ -0,0 +1,35 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
+ <UnstructuredGrid>
+ <FieldData>
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
+ </FieldData>
+ <Piece NumberOfPoints="231" NumberOfCells="210" >
+ <PointData>
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.1917009448e-05" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.008529417e-05" offset="2880" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="2.3622523908e-05" RangeMax="2.3622523908e-05" offset="3044" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="9.9983215845e-06" offset="6916" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2610.9536275" offset="7028" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="4158.7452898" RangeMax="4158.7452898" offset="7228" />
+ </PointData>
+ <CellData>
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="9.9983215845e-06" offset="13428" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2610.9536275" offset="13516" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.008529417e-05" offset="13660" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="4158.7452898" offset="13792" />
+ </CellData>
+ <Points>
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="0.11180339887" offset="18716" />
+ </Points>
+ <Cells>
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="21064" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="22532" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="23040" />
+ </Cells>
+ </Piece>
+ </UnstructuredGrid>
+ <AppendedData encoding="base64">
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AQAAAAAAAAAAgAAAAAAAAKAZAAAAAAAALAQAAAAAAAA=eF5d1+fXD3Qch3EkhCSy123vTdkje2STvTcNFaFooKzSLjSUXbRpGGkZZZXR3urv6EHv60HX78nrnOt8Hr3Pue/f97e00H+f2+R0eascLHvKG2VTWSBvkBUK/f9TOBaJV0l60Xi1pBeLxSW9RLxG0kvGUpJeOl4r6WXidZJeNl4v6eVieUn3fuxWMVaKRSS9ciwq6VViMUmvGktIerVYUtKrx9KSXiOWkfSasayk14rlJL0gsiO71Y51YiVJrxsrS3q9WEXS68eqkt4gVpP0hrG6pDeKNSS9cawp6U1iLUn33ze7NYvNYx1JbxHrSnrLWE/SW8X6kt46NpD0NrGhpLeNjSS9XWws6e1jE0n3/0t2uyl2iM0lvWNsIemdYktJ7xxbSXqX2FrSu8Y2kt4ttpX07rGdpPeI7SXd3z/sdnPsFTtIeu/YUdL7xE6S3jd2lvR+sYuk949dJX1A7CbpA2N3SR8Ue0i6v8/Z7ZY4JPaS9KGxt6QPi30kfXjsK+kjYj9JHxn7S/qoOEDSR8eBkj4mDpJ0v4/YbWwcF4dI+vg4VNInxGGSPjEOl/RJcYSkT44jJX1KHCXpU+NoSZ8Wx0i635vsNiPOjOMkfVYcL+mz4wRJnxMnSvrcOEnS58XJkj4/TpH0BXGqpC+M0yTd73d2uz3eEWdK+p1xlqQvirMl/a44R9LvjnMl/Z44T9IXx/mSviQukPR740JJXxrZcVm8P94Xl6uvjCt0R38wPqA7+sPxId3RV8dVuqM/Etfojr42Pqo7+vq4Tnf0jXGD7uj83uDdzB07scfj8TF19tikOzp7PKE7Ons8qTs6ezylOzp7PK07Ons8ozs6ezyrOzp7PKc7OrsV6I6d2OOF+Lw6e2zWHZ09tuiOzh5bdUdnjxd1R2ePl3RHZ4+XdUdnj1d0R2ePbbqjF0TezdyxE3u8Fl9VZ4/tuqOzxw7d0dljp+7o7LFLd3T22K07Onvs0R2dPfbqjr4tvq47OrvxbuaOndhjX3xDnT32647OHm/qjs4eb+mOzh5v647OHu/ojs4e7+qOzh7v6Y7OHu/rjs5uvJu5Yyf2OBgPqLPHB7qjs8eHuqOzx0e6o7PHx7qjs8ch3dHZ47Du6OxxRHd09jiqOzq78W7mjp3Y41j8RJ09PtUdnT0+0x2dPT7XHZ09vtAdnT2+1B2dPY7rjs4eJ3RHZ4+TuqOzG+9m7tjpWPwqnlJnj691R2eP07qjs8cZ3dHZ46zu6OxxTnd09jivOzp7fKM7Ont8qzs6u/Fu5o6d2ONivKDOHpd0R2ePy7qjs8d3uqOzx/e6o7PHD7qjs8ePuqOzx0+6o7PHz7qjsxvvZu7YiT1+jb+os8dvuqOzx++6o7PHH7qjs8efuqOzx1+6o7PHFd3R2eNv3dHZ4x/d0dmN3x/c/Qs/9GwVAQAAAAAAAAAAgAAAAAAAAJAGAAAAAAAAXAEAAAAAAAA=eF4txRGQIgAAAMD+vvlpbpqf5icIgiAIgiA4OAiCIAiCIAiCIAiCg4MgCIIgODgIgiAIgiAIgiAIgiAIgiAIDoLgoV3Zl8BT0H8c8qvD/uuI/znqmONOOOmU08446ze/O+e8Cy665LIrrrrmuhtuuuW2P/zpjrvuue+Bh/7yt0cee+KpZ5574aVXXnvjrXfe++CjTz774qtv/vHdDwd+PQs65LAjjjrmuBNOOuW0M876ze/OOe+Ciy657Iqrrrnuhptuue0Pf7rjrnvue+Chv/ztkceeeOqZ51546ZXX3njrnfc++OiTz7746pt/fPfDgZdnQYccdsRRxxx3wkmnnHbGWb/53TnnXXDRJZddcdU1191w0y23/eFPd9x1z30PPPSXvz3y2BNPPfPcCy+98tobb73z3gcfffLZF19984/vfjjw+1nQIYcdcdQxx51w0imnnXHW/wGGpWEJAQAAAAAAAAAAgAAAAAAAANIAAAAAAAAADgAAAAAAAAA=eF5jZoYBzmECANupByc=
+ </AppendedData>
+</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/single_joint_inside.prj b/Tests/Data/LIE/Mechanics/single_joint_inside.prj
index 3be3e52faff6d2c467eea20878187156f22cec25..261106381a32f3d89b01eda3878b8925ff1fee9a 100644
--- a/Tests/Data/LIE/Mechanics/single_joint_inside.prj
+++ b/Tests/Data/LIE/Mechanics/single_joint_inside.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>single_joint_0_10_inside.vtu</mesh>
<geometry>single_joint.gml</geometry>
@@ -28,9 +28,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -71,9 +72,14 @@
<variables>
<variable>displacement</variable>
<variable>displacement_jump1</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
diff --git a/Tests/Data/LIE/Mechanics/single_joint_inside_expected_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/single_joint_inside_ts_1_t_1.000000.vtu
similarity index 100%
rename from Tests/Data/LIE/Mechanics/single_joint_inside_expected_ts_1_t_1.000000.vtu
rename to Tests/Data/LIE/Mechanics/single_joint_inside_ts_1_t_1.000000.vtu
diff --git a/Tests/Data/LIE/Mechanics/single_joint_negative_aperture.prj b/Tests/Data/LIE/Mechanics/single_joint_negative_aperture.prj
index ab563c4f20feee7bc478cd339ff5e37ddae49279..f2f6d6e1ab01da988fd012705e1c428061068ccc 100644
--- a/Tests/Data/LIE/Mechanics/single_joint_negative_aperture.prj
+++ b/Tests/Data/LIE/Mechanics/single_joint_negative_aperture.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>single_joint_beta50.vtu</mesh>
<geometry>single_joint.gml</geometry>
@@ -28,9 +28,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -71,10 +72,14 @@
<variables>
<variable>displacement</variable>
<variable>displacement_jump1</variable>
- <variable>aperture</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
diff --git a/Tests/Data/LIE/Mechanics/single_joint_negative_aperture_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/single_joint_negative_aperture_ts_1_t_1.000000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..1f0bfa297a3c707e3c89844162ec4ff2bce393d7
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/single_joint_negative_aperture_ts_1_t_1.000000.vtu
@@ -0,0 +1,35 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
+ <UnstructuredGrid>
+ <FieldData>
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
+ </FieldData>
+ <Piece NumberOfPoints="231" NumberOfCells="210" >
+ <PointData>
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.1270393903e-05" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="8.0123487332e-06" offset="2936" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="4.0712289057e-05" RangeMax="4.0712289057e-05" offset="3096" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="1.9876520082e-06" offset="6872" />
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AQAAAAAAAAAAgAAAAAAAAKAZAAAAAAAALAQAAAAAAAA=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eF5jZoYBzmECANupByc=
+ </AppendedData>
+</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/single_joint_expected_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/single_joint_ts_1_t_1.000000.vtu
similarity index 100%
rename from Tests/Data/LIE/Mechanics/single_joint_expected_ts_1_t_1.000000.vtu
rename to Tests/Data/LIE/Mechanics/single_joint_ts_1_t_1.000000.vtu
diff --git a/Tests/Data/LIE/Mechanics/two_cracks_branch_pull.prj b/Tests/Data/LIE/Mechanics/two_cracks_branch_pull.prj
index db97348108f2514ab608e69b382948bb6e6b0df6..8e2f73ac1310addc38e7b081ea23dbd83bd3cbcf 100644
--- a/Tests/Data/LIE/Mechanics/two_cracks_branch_pull.prj
+++ b/Tests/Data/LIE/Mechanics/two_cracks_branch_pull.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>two_cracks_branch.vtu</mesh>
<geometry>single_joint.gml</geometry>
@@ -33,9 +33,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -77,10 +78,14 @@
<variable>displacement</variable>
<variable>displacement_jump1</variable>
<variable>displacement_jump2</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
- <variable>f_stress_n</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
diff --git a/Tests/Data/LIE/Mechanics/two_cracks_branch_pull_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/two_cracks_branch_pull_ts_1_t_1.000000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..74869b2f26537fe0ab96cd7b716e4b89e58ed29a
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/two_cracks_branch_pull_ts_1_t_1.000000.vtu
@@ -0,0 +1,36 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
+ <UnstructuredGrid>
+ <FieldData>
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
+ </FieldData>
+ <Piece NumberOfPoints="59" NumberOfCells="54" >
+ <PointData>
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4.3090565571e-06" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.3562951511e-06" offset="1228" />
+ <DataArray type="Float64" Name="displacement_jump2" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="8.056289162e-09" offset="1360" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="1.1247852041e-05" RangeMax="9.0185754095e-05" offset="1484" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="1.113895147e-05" offset="3120" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="2685.4297207" offset="3248" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="1740.8552886" RangeMax="18401.327696" offset="3396" />
+ </PointData>
+ <CellData>
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="1.124762032e-05" offset="5476" />
+ <DataArray type="Float64" Name="fracture_stress_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4145.9530851" offset="5592" />
+ <DataArray type="Float64" Name="local_jump_w_avg" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.248176353e-06" offset="5708" />
+ <DataArray type="Float64" Name="sigma_avg" NumberOfComponents="4" format="appended" RangeMin="0" RangeMax="11558.057681" offset="5888" />
+ </CellData>
+ <Points>
+ <DataArray type="Float64" Name="Points" NumberOfComponents="3" format="appended" RangeMin="0" RangeMax="0.11180339887" offset="7544" />
+ </Points>
+ <Cells>
+ <DataArray type="Int64" Name="connectivity" format="appended" RangeMin="" RangeMax="" offset="8468" />
+ <DataArray type="Int64" Name="offsets" format="appended" RangeMin="" RangeMax="" offset="8912" />
+ <DataArray type="UInt8" Name="types" format="appended" RangeMin="" RangeMax="" offset="9132" />
+ </Cells>
+ </Piece>
+ </UnstructuredGrid>
+ <AppendedData encoding="base64">
+ 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+ </AppendedData>
+</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/two_cracks_junction_pull.prj b/Tests/Data/LIE/Mechanics/two_cracks_junction_pull.prj
index 20f789d5bfc09df124e90a88fba9f7c750c70b0a..7c99257dd7961a637d9f5b9397b28851b7e33a73 100644
--- a/Tests/Data/LIE/Mechanics/two_cracks_junction_pull.prj
+++ b/Tests/Data/LIE/Mechanics/two_cracks_junction_pull.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>two_cracks_junction.vtu</mesh>
<geometry>single_joint.gml</geometry>
@@ -34,9 +34,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -79,10 +80,14 @@
<variable>displacement_jump1</variable>
<variable>displacement_jump2</variable>
<variable>displacement_jump3</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
- <variable>f_stress_n</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
diff --git a/Tests/Data/LIE/Mechanics/two_cracks_junction_pull_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/two_cracks_junction_pull_ts_1_t_1.000000.vtu
new file mode 100644
index 0000000000000000000000000000000000000000..12477cfc13c95afd47ec1f8d0c5893cae9ae0560
--- /dev/null
+++ b/Tests/Data/LIE/Mechanics/two_cracks_junction_pull_ts_1_t_1.000000.vtu
@@ -0,0 +1,37 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64" compressor="vtkZLibDataCompressor">
+ <UnstructuredGrid>
+ <FieldData>
+ <DataArray type="Int8" Name="OGS_VERSION" NumberOfTuples="25" format="appended" RangeMin="45" RangeMax="121" offset="0" />
+ </FieldData>
+ <Piece NumberOfPoints="117" NumberOfCells="114" >
+ <PointData>
+ <DataArray type="Float64" Name="displacement" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4.3381797182e-06" offset="88" />
+ <DataArray type="Float64" Name="displacement_jump1" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.4513015525e-06" offset="2556" />
+ <DataArray type="Float64" Name="displacement_jump2" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="1.6407967184e-08" offset="2704" />
+ <DataArray type="Float64" Name="displacement_jump3" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="7.1253515425e-09" offset="2852" />
+ <DataArray type="Float64" Name="epsilon" NumberOfComponents="4" format="appended" RangeMin="9.9439302556e-06" RangeMax="7.2258916467e-05" offset="2956" />
+ <DataArray type="Float64" Name="fracture_aperture" format="appended" RangeMin="0" RangeMax="1.1256258237e-05" offset="6764" />
+ <DataArray type="Float64" Name="fracture_stress" NumberOfComponents="2" format="appended" RangeMin="0" RangeMax="4355.6639879" offset="6912" />
+ <DataArray type="Float64" Name="sigma" NumberOfComponents="4" format="appended" RangeMin="1536.987882" RangeMax="14842.133919" offset="7064" />
+ </PointData>
+ <CellData>
+ <DataArray type="Float64" Name="fracture_aperture_avg" format="appended" RangeMin="0" RangeMax="1.135731264e-05" offset="11936" />
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AQAAAAAAAAAAgAAAAAAAAPgKAAAAAAAAfAYAAAAAAAA=eF51lns01FsUxyfqNtENNZUrZam4V2pRVEZplzLqlhmUR5OIUKLXSo2kPJqZMJPnTEgz/MZMYhQS6TVFEZVeeufievYgWcqQweVa/c5C9j+zfp/f/p2z9/7us88QCL+2s0mDlgFj8aHfa2O8R7xwDuuzXWEUjFxv6DlpFG+xG/wCG9N/aL1Lo/gx0iXrfwPFOGc7D+KIUfExaUP+I/lUPZMBSxsz352f1TU0NGJhJC+sG+TYKA62v4o/A+rkg/65ozjNymHA8nHuTxmKZ2Q9BU1D8Y/kJm+G8h1LFxuP4evjZqgxLJ6fxm4ZHv9PO2ylMSzf4RzVh0sc1IM3SscluoP6CcfUN94huvj7X1mjeGR92gELlXScO/fedpc/i4Fjyw7zG7fzcf7sbfTargUY8FNVHLO3RePceCmx6m9rDPqchaUCyys491kUX+jjFgveIdLFmoGoPvZqM7JuThWB6w6jP6tCU3Bu1CIic3xPw45llrXp5Tk4pzs4y51eJMKX1RbtskYBzrs82x1rbCMhYuetjVYZqL9Yr4J81ZVPwo1ZlU4ERibO87uJj+0OCUC1N85x/YbLOL+R51l7lJ4GEw4LpKtV0L4rK5+3Vk6SwIIEQ7ndflQ3M+KrO4knMbi+JjBswcD7n/z15oCnR8wlsCQhOEiTcB7njsvZLK/MVPjgKS7LZV7E+f0OikxdJQ7I27KuffqI1hk6bzwwcBmu14xcMjvTjwetZvGx9zVQnGevie0JA3VTHO22xm6j9WU9k5jzVSWw1SaAus8iDOfxoS7qJXIBZP2vYzDOp7hElJ38LQzWhmw41eZyFedfBJ2pWCAfREHjm2nhiDMd/H2M54tgM8n8q1pYAs4LtqY6z74kBOyit5JVmxDnivrJrt80BdAdurGvZNoZnIflHKDfC5CAw4Mm7eBrKC9t2vYcLTsxtJSpjzMlo7k0PRyWddimA7XXMqfIOhvnxWtULcpiwkHH33vzOArSPYO9R2fNQhbEPrrFZzFQnz/hmpq+1I8BFsHRsK4Hzbe4ovHvtPNiwOOHyKC4CPkfrzu9kNLCgTmJux6XnkLc4EX+Wc2aYIibryi9oonO+0w1PiWKfhQ8ZC92zMlGOqpduBdpsJsJk6YrmbysQHodMQt+vcc+CczNT7Gjlolw7vncmJ99D4MOuiWxgYU4+71+7DFLIZQQCyay76D472uQe/Q8hHD+ZsmtKhPkryg+ovTaggdWlQfruLmJSPcPidEHOPEwq9y0yHViJM793M/ntyonAYt3NTy9Ogbn1IoMHrMhAcp0O2fZ3M3DeVS/uaqPbiroXSf4ugcgXn9R07ixLQU65dUyP4cCpKNk6+0vU5KB4fhQscgOzQfj7usH9Tekge25xSttHiIdG9wmnyD/gwF13Jn0VZdRP0yomPaxYjoGLWm13lo/pDhntDZS6i+LoExm132oGdXf3jiiPSkHgy0PpcZ1NKRj3qpNTtaRaVB0al1rWyQ6j18XPSgxXyqBue257uv/QHO1h6Tf1eSTBpRz5jpcsws4N3rRS9FajQGzL+y6nxbqhy7ZOa6SSTK8pfX2r6tBfT7XSVVsxBTAb59r5MozUF7SXGkj6XYKZC10ap84A/m/V7vMkM+Mg95v4WrZVHRf5FC+Gr58xofK5RcJ3ktQ/Jukfgy2Gw++tXepF2xDc7K/hiTRjhEDzTqk0cQV6ZWfN1vg1C8CvylkSYwqmpMdgVLurqUnoJB9o636IeornWOTe0k3mKCIyDR71Y36ym/J45WGKlzwq+120+egOdDwfRZJ1yUaaNSbb5y00b7VnWp0wmM+aFdZuGR+Q3VT2ceorrIPgYP7m3VWkNH94sze6x4eL4G1yRxuTzO6Rwp7tKLnJ0hAZY9tiNfAHP3JSX0OMu/jQoh/mf5UbRHSvbCTuJS4Jx0UK8tKeeGoPuz6m7W68WKwWSFJ3VqP8hVxHmRpnWPAvOmVu2xNke4ECzp9y+9C2K2rWJfwAfWhr8ET8jZ9PszdO6+i3wvt6xrne/+pWzp4cRgZMk/UV7bYR6XyzWKY7bivIE4PnRfmpi8LjmxkgRiTNmZgHJz7RBGpiqQ42Nu76q4bAfXPbkwuDPYXQdDrguTOz4dxnpJMU/Yp4ULAxqc75xoX4vydA0bZ15IC4x9ZnujkoP9xpKYdp/1fSeATnbumORHNWxOewqPc6AyYaX24EkpF+f4HGaxYdA==AQAAAAAAAAAAgAAAAAAAAMANAAAAAAAAjAIAAAAAAAA=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+ </AppendedData>
+</VTKFile>
diff --git a/Tests/Data/LIE/Mechanics/two_joints.prj b/Tests/Data/LIE/Mechanics/two_joints.prj
index 432ee47784b2680ecb4c03334c3d729081eb85c2..d413b6eb66e771448334842a8692e36df479c1fa 100644
--- a/Tests/Data/LIE/Mechanics/two_joints.prj
+++ b/Tests/Data/LIE/Mechanics/two_joints.prj
@@ -1,4 +1,4 @@
-<?xml version="1.0" encoding="ISO-8859-1"?>
+<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<mesh>two_joints_close_opposite.vtu</mesh>
<geometry>single_joint.gml</geometry>
@@ -33,9 +33,10 @@
<initial_aperture>aperture0</initial_aperture>
</fracture_properties>
<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_xy" output_name="sigma_xy"/>
+ <secondary_variable internal_name="sigma" output_name="sigma" />
+ <secondary_variable internal_name="epsilon" output_name="epsilon" />
+ <secondary_variable internal_name="fracture_stress" output_name="fracture_stress" />
+ <secondary_variable internal_name="fracture_aperture" output_name="fracture_aperture" />
</secondary_variables>
</process>
</processes>
@@ -77,9 +78,14 @@
<variable>displacement</variable>
<variable>displacement_jump1</variable>
<variable>displacement_jump2</variable>
- <variable>sigma_xx</variable>
- <variable>sigma_yy</variable>
- <variable>sigma_xy</variable>
+ <variable>sigma</variable>
+ <variable>epsilon</variable>
+ <variable>fracture_stress</variable>
+ <variable>fracture_aperture</variable>
+ <variable>sigma_avg</variable>
+ <variable>local_jump_w_avg</variable>
+ <variable>fracture_stress_avg</variable>
+ <variable>fracture_aperture_avg</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
diff --git a/Tests/Data/LIE/Mechanics/two_joints_expected_ts_1_t_1.000000.vtu b/Tests/Data/LIE/Mechanics/two_joints_ts_1_t_1.000000.vtu
similarity index 100%
rename from Tests/Data/LIE/Mechanics/two_joints_expected_ts_1_t_1.000000.vtu
rename to Tests/Data/LIE/Mechanics/two_joints_ts_1_t_1.000000.vtu