tr1darcy.C

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/*
 *
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 *
 *
 *             OOFEM : Object Oriented Finite Element Code
 *
 *               Copyright (C) 1993 - 2025   Borek Patzak
 *
 *
 *
 *       Czech Technical University, Faculty of Civil Engineering,
 *   Department of Structural Mechanics, 166 29 Prague, Czech Republic
 *
 *  This library is free software; you can redistribute it and/or
 *  modify it under the terms of the GNU Lesser General Public
 *  License as published by the Free Software Foundation; either
 *  version 2.1 of the License, or (at your option) any later version.
 *
 *  This program is distributed in the hope that it will be useful,
 *  but WITHOUT ANY WARRANTY; without even the implied warranty of
 *  MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the GNU
 *  Lesser General Public License for more details.
 *
 *  You should have received a copy of the GNU Lesser General Public
 *  License along with this library; if not, write to the Free Software
 *  Foundation, Inc., 51 Franklin Street, Fifth Floor, Boston, MA  02110-1301  USA
 */
 
 
#include "tm/Elements/tr1darcy.h"
#include "fei2dtrlin.h"
#include "floatarrayf.h"
#include "floatmatrixf.h"
#include "gaussintegrationrule.h"
#include "gausspoint.h"
#include "bcgeomtype.h"
#include "generalboundarycondition.h"
#include "tm/Materials/transportmaterial.h"
#include "load.h"
#include "boundaryload.h"
#include "mathfem.h"
#include "crosssection.h"
#include "classfactory.h"
 
#include "iostream"
 
namespace oofem {
REGISTER_Element(Tr1Darcy);
 
FEI2dTrLin Tr1Darcy :: interpolation_lin(1, 2);
 
Tr1Darcy :: Tr1Darcy(int n, Domain *aDomain) : TransportElement(n, aDomain)
{
    numberOfDofMans = 3;
    this->numberOfGaussPoints = 1;
}
 
void Tr1Darcy :: initializeFrom(InputRecord &ir, int priority)
{
    TransportElement :: initializeFrom(ir, priority);
}
 
FEInterpolation *
Tr1Darcy :: giveInterpolation() const
{
    return & interpolation_lin;
}
 
void Tr1Darcy :: computeGaussPoints()
{
    if ( integrationRulesArray.size() == 0 ) {
        integrationRulesArray.resize( 1 );
        integrationRulesArray [ 0 ] = std::make_unique<GaussIntegrationRule>(1, this, 1, 3);
        this->giveCrossSection()->setupIntegrationPoints(* integrationRulesArray [ 0 ], numberOfGaussPoints, this);
    }
}
 
void Tr1Darcy :: computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, TimeStep *tStep)
{
    auto mat = static_cast< TransportMaterial * >( this->giveMaterial() );
 
    FloatMatrixF<3,3> Ke;
    for ( auto &gp: *integrationRulesArray [ 0 ] ) {
        // auto [detJ, B] = evaldNdx(lcoords, FEIElementGeometryWrapper(this));
        auto x = this->interpolation_lin.evaldNdx(FEIElementGeometryWrapper(this));
        auto detJ = x.first;
        auto B = x.second;
 
        auto D = mat->computeTangent2D(mode, gp, tStep);
        Ke += detJ * gp->giveWeight() * Tdot(B, dot(D, B));
    }
    answer = Ke;
}
 
void Tr1Darcy :: giveCharacteristicVector(FloatArray &answer, CharType mtrx, ValueModeType mode, TimeStep *tStep)
{
    if ( mtrx == ExternalForcesVector ) {
        this->computeExternalForcesVector(answer, tStep, mode);
    } else if ( mtrx == InternalForcesVector ) {
        this->computeInternalForcesVector(answer, tStep);
    } else {
        OOFEM_ERROR("Unknown Type of characteristic mtrx.");
    }
}
 
void Tr1Darcy :: computeInternalForcesVector(FloatArray &answer, TimeStep *tStep)
{
    auto mat = static_cast< TransportMaterial * >( this->giveMaterial() );
 
    FloatArray a_tmp;
    this->computeVectorOf(VM_Total, tStep, a_tmp);
    FloatArrayF<3> a = a_tmp;
 
    FloatArrayF<3> fe;
    for ( auto &gp: *integrationRulesArray [ 0 ] ) {
        const FloatArrayF<2> lcoords = gp->giveNaturalCoordinates();
 
        // auto [detJ, B] = evaldNdx(lcoords, FEIElementGeometryWrapper(this));
        auto x = this->interpolation_lin.evaldNdx(FEIElementGeometryWrapper(this));
        auto detJ = x.first;
        auto B = x.second;
        auto n = this->interpolation_lin.evalN(lcoords);
 
        auto p = dot(n, a);
        auto gradp = dot(B, a);
        auto w = mat->computeFlux2D(gradp, p, gp, tStep);
 
        fe += -gp->giveWeight() * detJ * Tdot(B, w);
    }
    answer = fe;
}
 
 
void Tr1Darcy :: computeExternalForcesVector(FloatArray &answer, TimeStep *tStep, ValueModeType mode)
{
    // TODO: Implement support for body forces
 
    FloatArray vec;
 
    answer.resize(3);
    answer.zero();
 
    // Compute characteristic vector for Neumann boundary conditions.
    int nLoads = boundaryLoadArray.giveSize() / 2;
    for ( int i = 1; i <= nLoads; i++ ) {  // For each Neumann boundary condition ....
        int load_number = boundaryLoadArray.at(2 * i - 1);
        int load_id = boundaryLoadArray.at(2 * i);
        auto load = domain->giveLoad(load_number);
        auto ltype = load->giveBCGeoType();
 
        if ( ltype == EdgeLoadBGT ) {
            this->computeEdgeBCSubVectorAt(vec, load, load_id, tStep, mode, 0);
        }
 
        answer.add(vec);
    }
 
    answer.negated();
}
 
void Tr1Darcy :: computeEdgeBCSubVectorAt(FloatArray &answer, Load *load, int iEdge, TimeStep *tStep, ValueModeType mode, int indx)
{
    /*
     * Given the load *load, return it's contribution.
     *
     */
 
    answer.resize(3);
    answer.zero();
 
    if ( load->giveType() == TransmissionBC ) {                 // Neumann boundary conditions (traction)
        auto boundaryLoad = static_cast< BoundaryLoad * >(load);
 
        int numberOfEdgeIPs;
        numberOfEdgeIPs = ( int ) ceil( ( boundaryLoad->giveApproxOrder() + 1. ) / 2. ) * 2;
 
        GaussIntegrationRule iRule(1, this, 1, 1);
        FloatArray N, loadValue, reducedAnswer(3);
 
        iRule.SetUpPointsOnLine(numberOfEdgeIPs, _Unknown);
 
        for ( auto &gp: iRule ) {
            const FloatArray &lcoords = gp->giveNaturalCoordinates();
            this->interpolation_lin.edgeEvalN( N, iEdge, lcoords, FEIElementGeometryWrapper(this) );
            double dV = this->computeEdgeVolumeAround(gp, iEdge);
 
            if ( boundaryLoad->giveFormulationType() == Load :: FT_Entity ) {                // Edge load in xi-eta system
                boundaryLoad->computeValueAt(loadValue, tStep, lcoords, mode);
            } else {  // Edge load in x-y system
                FloatArray gcoords;
                this->interpolation_lin.edgeLocal2global( gcoords, iEdge, lcoords, FEIElementGeometryWrapper(this) );
                boundaryLoad->computeValueAt(loadValue, tStep, gcoords, mode);
            }
 
            reducedAnswer.add(loadValue.at(1) * dV, N);
        }
 
        const auto &mask = this->interpolation_lin.computeLocalEdgeMapping(iEdge);
        answer.assemble(reducedAnswer, mask);
    }
}
 
double Tr1Darcy :: giveThicknessAt(const FloatArray &gcoords)
{
    return this->giveCrossSection()->give(CS_Thickness, gcoords, this, false);
}
 
 
double Tr1Darcy :: computeEdgeVolumeAround(GaussPoint *gp, int iEdge)
{
    double thickness = 1;
    double detJ = fabs( this->interpolation_lin.edgeGiveTransformationJacobian( iEdge, gp->giveSubPatchCoordinates(), FEIElementGeometryWrapper(this) ) );
    return detJ *thickness *gp->giveWeight();
}
 
void Tr1Darcy :: giveCharacteristicMatrix(FloatMatrix &answer, CharType mtrx, TimeStep *tStep)
{
    if ( mtrx == ConductivityMatrix || mtrx == TangentStiffnessMatrix ) {
        this->computeStiffnessMatrix(answer, TangentStiffness, tStep);
    } else {
        OOFEM_ERROR("Unknown Type of characteristic mtrx %d", mtrx);
    }
}
 
void Tr1Darcy :: giveDofManDofIDMask(int inode, IntArray &answer) const
{
    answer = {P_f};
}
 
void
Tr1Darcy :: NodalAveragingRecoveryMI_computeNodalValue(FloatArray &answer, int node,
                                                       InternalStateType type, TimeStep *tStep)
{
    auto gp = integrationRulesArray [ 0 ]->getIntegrationPoint(0);
    this->giveCrossSection()->giveIPValue(answer, gp, type, tStep);
}
 
Interface *
Tr1Darcy :: giveInterface(InterfaceType interface)
{
    if ( interface == NodalAveragingRecoveryModelInterfaceType ) {
        return static_cast< NodalAveragingRecoveryModelInterface * >(this);
    }
 
    return nullptr;
}
 
int
Tr1Darcy :: computeNumberOfDofs()
{
    return 3;
}
}