HydroMechanicsLocalAssemblerFracture-impl.h

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#pragma once
 
#include "HydroMechanicsLocalAssemblerFracture.h"
#include "MaterialLib/FractureModels/FractureIdentity2.h"
#include "NumLib/Fem/InitShapeMatrices.h"
#include "ProcessLib/LIE/Common/LevelSetFunction.h"
 
namespace ProcessLib
{
namespace LIE
{
namespace HydroMechanics
{
template <int GlobalDim, typename RotationMatrix>
Eigen::Matrix<double, GlobalDim, GlobalDim> createRotatedTensor(
    RotationMatrix const& R, double const value)
{
    using M = Eigen::Matrix<double, GlobalDim, GlobalDim>;
    M tensor = M::Zero();
    tensor.diagonal().head(GlobalDim - 1).setConstant(value);
    return (R.transpose() * tensor * R).eval();
}
 
template <typename ShapeFunctionDisplacement, typename ShapeFunctionPressure,
          typename IntegrationMethod, int GlobalDim>
HydroMechanicsLocalAssemblerFracture<ShapeFunctionDisplacement,
                                     ShapeFunctionPressure, IntegrationMethod,
                                     GlobalDim>::
    HydroMechanicsLocalAssemblerFracture(
        MeshLib::Element const& e,
        std::size_t const /*local_matrix_size*/,
        std::vector<unsigned> const& dofIndex_to_localIndex,
        bool const is_axially_symmetric,
        unsigned const integration_order,
        HydroMechanicsProcessData<GlobalDim>& process_data)
    : HydroMechanicsLocalAssemblerInterface(
          e, is_axially_symmetric,
          ShapeFunctionDisplacement::NPOINTS * GlobalDim +
              ShapeFunctionPressure::NPOINTS,
          dofIndex_to_localIndex),
      _process_data(process_data)
{
    assert(e.getDimension() == GlobalDim - 1);
 
    IntegrationMethod integration_method(integration_order);
    unsigned const n_integration_points =
        integration_method.getNumberOfPoints();
 
    _ip_data.reserve(n_integration_points);
 
    auto const shape_matrices_u =
        NumLib::initShapeMatrices<ShapeFunctionDisplacement,
                                  ShapeMatricesTypeDisplacement, GlobalDim>(
            e, is_axially_symmetric, integration_method);
 
    auto const shape_matrices_p =
        NumLib::initShapeMatrices<ShapeFunctionPressure,
                                  ShapeMatricesTypePressure, GlobalDim>(
            e, is_axially_symmetric, integration_method);
 
    auto const& frac_prop = *_process_data.fracture_property;
 
    // Get element nodes for aperture0 interpolation from nodes to integration
    // point. The aperture0 parameter is time-independent.
    typename ShapeMatricesTypeDisplacement::NodalVectorType
        aperture0_node_values = frac_prop.aperture0.getNodalValuesOnElement(
            e, /*time independent*/ 0);
 
    ParameterLib::SpatialPosition x_position;
    x_position.setElementID(e.getID());
    for (unsigned ip = 0; ip < n_integration_points; ip++)
    {
        x_position.setIntegrationPoint(ip);
 
        _ip_data.emplace_back(*_process_data.fracture_model);
        auto const& sm_u = shape_matrices_u[ip];
        auto const& sm_p = shape_matrices_p[ip];
        auto& ip_data = _ip_data[ip];
        ip_data.integration_weight =
            sm_u.detJ * sm_u.integralMeasure *
            integration_method.getWeightedPoint(ip).getWeight();
 
        ip_data.H_u.setZero(GlobalDim,
                            ShapeFunctionDisplacement::NPOINTS * GlobalDim);
        computeHMatrix<
            GlobalDim, ShapeFunctionDisplacement::NPOINTS,
            typename ShapeMatricesTypeDisplacement::NodalRowVectorType,
            HMatrixType>(sm_u.N, ip_data.H_u);
        ip_data.N_p = sm_p.N;
        ip_data.dNdx_p = sm_p.dNdx;
 
        // Initialize current time step values
        ip_data.w.setZero(GlobalDim);
        ip_data.sigma_eff.setZero(GlobalDim);
 
        // Previous time step values are not initialized and are set later.
        ip_data.w_prev.resize(GlobalDim);
        ip_data.sigma_eff_prev.resize(GlobalDim);
 
        ip_data.C.resize(GlobalDim, GlobalDim);
 
        ip_data.aperture0 = aperture0_node_values.dot(sm_u.N);
        ip_data.aperture = ip_data.aperture0;
 
        ip_data.permeability_state =
            frac_prop.permeability_model->getNewState();
 
        auto const initial_effective_stress =
            _process_data.initial_fracture_effective_stress(0, x_position);
        for (int i = 0; i < GlobalDim; i++)
        {
            ip_data.sigma_eff[i] = initial_effective_stress[i];
            ip_data.sigma_eff_prev[i] = initial_effective_stress[i];
        }
    }
}
 
template <typename ShapeFunctionDisplacement, typename ShapeFunctionPressure,
          typename IntegrationMethod, int GlobalDim>
void HydroMechanicsLocalAssemblerFracture<
    ShapeFunctionDisplacement, ShapeFunctionPressure, IntegrationMethod,
    GlobalDim>::assembleWithJacobianConcrete(double const t, double const dt,
                                             Eigen::VectorXd const& local_x,
                                             Eigen::VectorXd const& local_xdot,
                                             Eigen::VectorXd& local_b,
                                             Eigen::MatrixXd& local_J)
{
    auto const p = local_x.segment(pressure_index, pressure_size);
    auto const p_dot = local_xdot.segment(pressure_index, pressure_size);
    auto const g = local_x.segment(displacement_index, displacement_size);
    auto const g_dot =
        local_xdot.segment(displacement_index, displacement_size);
 
    auto rhs_p = local_b.segment(pressure_index, pressure_size);
    auto rhs_g = local_b.segment(displacement_index, displacement_size);
    auto J_pp = local_J.block(pressure_index, pressure_index, pressure_size,
                              pressure_size);
    auto J_pg = local_J.block(pressure_index, displacement_index, pressure_size,
                              displacement_size);
    auto J_gp = local_J.block(displacement_index, pressure_index,
                              displacement_size, pressure_size);
    auto J_gg = local_J.block(displacement_index, displacement_index,
                              displacement_size, displacement_size);
 
    assembleBlockMatricesWithJacobian(t, dt, p, p_dot, g, g_dot, rhs_p, rhs_g,
                                      J_pp, J_pg, J_gg, J_gp);
}
 
template <typename ShapeFunctionDisplacement, typename ShapeFunctionPressure,
          typename IntegrationMethod, int GlobalDim>
void HydroMechanicsLocalAssemblerFracture<ShapeFunctionDisplacement,
                                          ShapeFunctionPressure,
                                          IntegrationMethod, GlobalDim>::
    assembleBlockMatricesWithJacobian(
        double const t, double const dt,
        Eigen::Ref<const Eigen::VectorXd> const& p,
        Eigen::Ref<const Eigen::VectorXd> const& p_dot,
        Eigen::Ref<const Eigen::VectorXd> const& g,
        Eigen::Ref<const Eigen::VectorXd> const& g_dot,
        Eigen::Ref<Eigen::VectorXd> rhs_p, Eigen::Ref<Eigen::VectorXd> rhs_g,
        Eigen::Ref<Eigen::MatrixXd> J_pp, Eigen::Ref<Eigen::MatrixXd> J_pg,
        Eigen::Ref<Eigen::MatrixXd> J_gg, Eigen::Ref<Eigen::MatrixXd> J_gp)
{
    auto const& frac_prop = *_process_data.fracture_property;
    auto const& R = frac_prop.R;
 
    // the index of a normal (normal to a fracture plane) component
    // in a displacement vector
    auto constexpr index_normal = GlobalDim - 1;
 
    typename ShapeMatricesTypePressure::NodalMatrixType laplace_p =
        ShapeMatricesTypePressure::NodalMatrixType::Zero(pressure_size,
                                                         pressure_size);
 
    typename ShapeMatricesTypePressure::NodalMatrixType storage_p =
        ShapeMatricesTypePressure::NodalMatrixType::Zero(pressure_size,
                                                         pressure_size);
 
    typename ShapeMatricesTypeDisplacement::template MatrixType<
        displacement_size, pressure_size>
        Kgp = ShapeMatricesTypeDisplacement::template MatrixType<
            displacement_size, pressure_size>::Zero(displacement_size,
                                                    pressure_size);
 
    // Projection of the body force vector at the element.
    Eigen::MatrixXd const global2local_rotation =
        R.template topLeftCorner<ShapeFunctionPressure::DIM, GlobalDim>();
 
    DimVectorType const gravity_vec =
        global2local_rotation * _process_data.specific_body_force;
 
    ParameterLib::SpatialPosition x_position;
    x_position.setElementID(_element.getID());
 
    unsigned const n_integration_points = _ip_data.size();
    for (unsigned ip = 0; ip < n_integration_points; ip++)
    {
        x_position.setIntegrationPoint(ip);
 
        auto& ip_data = _ip_data[ip];
        auto const& ip_w = ip_data.integration_weight;
        auto const& N_p = ip_data.N_p;
        auto const& dNdx_p = ip_data.dNdx_p;
        auto const& H_g = ip_data.H_u;
        auto const& identity2 =
            MaterialLib::Fracture::FractureIdentity2<GlobalDim>::value;
 
        auto& mat = ip_data.fracture_material;
        auto& effective_stress = ip_data.sigma_eff;
        auto const& effective_stress_prev = ip_data.sigma_eff_prev;
        auto& w = ip_data.w;
        auto const& w_prev = ip_data.w_prev;
        auto& C = ip_data.C;
        auto& state = *ip_data.material_state_variables;
        auto& b_m = ip_data.aperture;
 
        double const S = frac_prop.specific_storage(t, x_position)[0];
        double const mu = _process_data.fluid_viscosity(t, x_position)[0];
        auto const alpha = frac_prop.biot_coefficient(t, x_position)[0];
        auto const rho_fr = _process_data.fluid_density(t, x_position)[0];
 
        // displacement jumps in local coordinates
        w.noalias() = R * H_g * g;
 
        // aperture
        b_m = ip_data.aperture0 + w[index_normal];
        if (b_m < 0.0)
        {
            DBUG(
                "Element {:d}, gp {:d}: Fracture aperture is {:g}, but it must "
                "be "
                "non-negative. Setting it to zero.",
                _element.getID(), ip, b_m);
            b_m = 0;
        }
 
        auto const initial_effective_stress =
            _process_data.initial_fracture_effective_stress(0, x_position);
 
        Eigen::Map<typename HMatricesType::ForceVectorType const> const stress0(
            initial_effective_stress.data(), initial_effective_stress.size());
 
        // local C, local stress
        mat.computeConstitutiveRelation(
            t, x_position, ip_data.aperture0, stress0, w_prev, w,
            effective_stress_prev, effective_stress, C, state);
 
        auto& k = ip_data.permeability;
        k = frac_prop.permeability_model->permeability(
            ip_data.permeability_state.get(), ip_data.aperture0, b_m);
 
        // derivative of permeability respect to aperture
        double const local_dk_db =
            frac_prop.permeability_model->dpermeability_daperture(
                ip_data.permeability_state.get(), ip_data.aperture0, b_m);
 
        //
        // displacement equation, displacement jump part
        //
        rhs_g.noalias() -=
            H_g.transpose() * R.transpose() * effective_stress * ip_w;
        J_gg.noalias() += H_g.transpose() * R.transpose() * C * R * H_g * ip_w;
 
        //
        // displacement equation, pressure part
        //
        Kgp.noalias() +=
            H_g.transpose() * R.transpose() * alpha * identity2 * N_p * ip_w;
 
        //
        // pressure equation, pressure part.
        //
        storage_p.noalias() += N_p.transpose() * b_m * S * N_p * ip_w;
        laplace_p.noalias() +=
            dNdx_p.transpose() * b_m * k / mu * dNdx_p * ip_w;
        rhs_p.noalias() +=
            dNdx_p.transpose() * b_m * k / mu * rho_fr * gravity_vec * ip_w;
 
        //
        // pressure equation, displacement jump part.
        //
        auto const grad_head_over_mu =
            ((dNdx_p * p + rho_fr * gravity_vec) / mu).eval();
        Eigen::Matrix<double, 1, displacement_size> const mT_R_Hg =
            identity2.transpose() * R * H_g;
        // velocity in global coordinates
        ip_data.darcy_velocity =
            -global2local_rotation.transpose() * k * grad_head_over_mu;
        J_pg.noalias() += N_p.transpose() * S * N_p * p_dot * mT_R_Hg * ip_w;
        J_pg.noalias() +=
            dNdx_p.transpose() * k * grad_head_over_mu * mT_R_Hg * ip_w;
        J_pg.noalias() += dNdx_p.transpose() * b_m * local_dk_db *
                          grad_head_over_mu * mT_R_Hg * ip_w;
    }
 
    // displacement equation, pressure part
    J_gp.noalias() -= Kgp;
 
    // pressure equation, pressure part.
    J_pp.noalias() += laplace_p + storage_p / dt;
 
    // pressure equation, displacement jump part.
    J_pg.noalias() += Kgp.transpose() / dt;
 
    // pressure equation
    rhs_p.noalias() -=
        laplace_p * p + storage_p * p_dot + Kgp.transpose() * g_dot;
 
    // displacement equation
    rhs_g.noalias() -= -Kgp * p;
}
 
template <typename ShapeFunctionDisplacement, typename ShapeFunctionPressure,
          typename IntegrationMethod, int GlobalDim>
void HydroMechanicsLocalAssemblerFracture<
    ShapeFunctionDisplacement, ShapeFunctionPressure, IntegrationMethod,
    GlobalDim>::postTimestepConcreteWithVector(const double t,
                                               double const /*dt*/,
                                               Eigen::VectorXd const& local_x)
{
    auto const nodal_g = local_x.segment(displacement_index, displacement_size);
 
    auto const& frac_prop = *_process_data.fracture_property;
    auto const& R = frac_prop.R;
    // the index of a normal (normal to a fracture plane) component
    // in a displacement vector
    auto constexpr index_normal = GlobalDim - 1;
 
    ParameterLib::SpatialPosition x_position;
    x_position.setElementID(_element.getID());
 
    unsigned const n_integration_points = _ip_data.size();
    for (unsigned ip = 0; ip < n_integration_points; ip++)
    {
        x_position.setIntegrationPoint(ip);
 
        auto& ip_data = _ip_data[ip];
        auto const& H_g = ip_data.H_u;
        auto& mat = ip_data.fracture_material;
        auto& effective_stress = ip_data.sigma_eff;
        auto const& effective_stress_prev = ip_data.sigma_eff_prev;
        auto& w = ip_data.w;
        auto const& w_prev = ip_data.w_prev;
        auto& C = ip_data.C;
        auto& state = *ip_data.material_state_variables;
        auto& b_m = ip_data.aperture;
 
        // displacement jumps in local coordinates
        w.noalias() = R * H_g * nodal_g;
 
        // aperture
        b_m = ip_data.aperture0 + w[index_normal];
        if (b_m < 0.0)
        {
            DBUG(
                "Element {:d}, gp {:d}: Fracture aperture is {:g}, but it is "
                "expected to be non-negative.",
                _element.getID(), ip, b_m);
        }
 
        auto const initial_effective_stress =
            _process_data.initial_fracture_effective_stress(0, x_position);
 
        Eigen::Map<typename HMatricesType::ForceVectorType const> const stress0(
            initial_effective_stress.data(), initial_effective_stress.size());
 
        // local C, local stress
        mat.computeConstitutiveRelation(
            t, x_position, ip_data.aperture0, stress0, w_prev, w,
            effective_stress_prev, effective_stress, C, state);
    }
 
    double ele_b = 0;
    double ele_k = 0;
    typename HMatricesType::ForceVectorType ele_sigma_eff =
        HMatricesType::ForceVectorType::Zero(GlobalDim);
    typename HMatricesType::ForceVectorType ele_w =
        HMatricesType::ForceVectorType::Zero(GlobalDim);
    double ele_Fs = -std::numeric_limits<double>::max();
    GlobalDimVector ele_velocity = GlobalDimVector::Zero();
    for (auto const& ip : _ip_data)
    {
        ele_b += ip.aperture;
        ele_k += ip.permeability;
        ele_w += ip.w;
        ele_sigma_eff += ip.sigma_eff;
        ele_Fs = std::max(
            ele_Fs, ip.material_state_variables->getShearYieldFunctionValue());
        ele_velocity += ip.darcy_velocity;
    }
    ele_b /= static_cast<double>(n_integration_points);
    ele_k /= static_cast<double>(n_integration_points);
    ele_w /= static_cast<double>(n_integration_points);
    ele_sigma_eff /= static_cast<double>(n_integration_points);
    ele_velocity /= static_cast<double>(n_integration_points);
    auto const element_id = _element.getID();
    (*_process_data.mesh_prop_b)[element_id] = ele_b;
    (*_process_data.mesh_prop_k_f)[element_id] = ele_k;
    (*_process_data.mesh_prop_w_n)[element_id] = ele_w[index_normal];
    (*_process_data.mesh_prop_w_s)[element_id] = ele_w[0];
    (*_process_data.mesh_prop_fracture_stress_normal)[element_id] =
        ele_sigma_eff[index_normal];
    (*_process_data.mesh_prop_fracture_stress_shear)[element_id] =
        ele_sigma_eff[0];
    (*_process_data.mesh_prop_fracture_shear_failure)[element_id] = ele_Fs;
 
    if (GlobalDim == 3)
    {
        (*_process_data.mesh_prop_w_s2)[element_id] = ele_w[1];
        (*_process_data.mesh_prop_fracture_stress_shear2)[element_id] =
            ele_sigma_eff[1];
    }
 
    for (unsigned i = 0; i < GlobalDim; i++)
    {
        (*_process_data.mesh_prop_velocity)[element_id * GlobalDim + i] =
            ele_velocity[i];
    }
}
 
}  // namespace HydroMechanics
}  // namespace LIE
}  // namespace ProcessLib