stokesflowvelocityhomogenization.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 "stokesflowvelocityhomogenization.h"
#include "classfactory.h"
#include "dofmanager.h"
#include "gausspoint.h"
#include "feinterpol.h"
#include "unknownnumberingscheme.h"
#include "sparsemtrx.h"
#include "deadweight.h"
#include "mathfem.h"
 
namespace oofem {
REGISTER_EngngModel(StokesFlowVelocityHomogenization);
 
StokesFlowVelocityHomogenization :: StokesFlowVelocityHomogenization(int i, EngngModel *_master) : StokesFlow(i, _master)
{
}
 
 
double
StokesFlowVelocityHomogenization :: giveAreaOfRVE()
{
    auto min = this->giveDomain(1)->giveDofManager(1)->giveCoordinates();
    auto max = this->giveDomain(1)->giveDofManager(1)->giveCoordinates();
 
    for ( auto &node : this->giveDomain(1)->giveDofManagers() ) {
        min.beMinOf( min, node->giveCoordinates() );
        max.beMaxOf( max, node->giveCoordinates() );
    }
 
    max.subtract(min);
    return max.product();
}
 
 
void
StokesFlowVelocityHomogenization :: computeSeepage(FloatArray &v, TimeStep *tStep)
{
    FloatMatrix N;
    FloatArray v_hatTemp, unknowns;
 
    v.clear();
 
    for ( auto &elem : this->giveDomain(1)->giveElements() ) {
        this->integrateNMatrix(N, *elem, tStep);
        elem->computeVectorOf({V_u, V_v, V_w}, VM_Total, tStep, unknowns);
        v_hatTemp.beProductOf(N, unknowns);
        v.add(v_hatTemp);
    }
 
    v.times( 1. / this->giveAreaOfRVE() );
}
 
 
void
StokesFlowVelocityHomogenization :: computeTangent(FloatMatrix &answer, TimeStep *tStep)
{
    IntArray loc, col;
 
    Domain *domain = this->giveDomain(1);
    int nsd = domain->giveNumberOfSpatialDimensions();
    int ndof = this->giveNumberOfDomainEquations( 1, EModelDefaultEquationNumbering() );
 
    // Build F matrix
    IntArray dofs(nsd);
    for ( int i = 0; i < nsd; ++i ) {
        dofs[i] = V_u + i; 
    }
    FloatMatrix F(ndof, nsd), Fe, N;
    col.enumerate(nsd);
 
    for ( auto &elem : domain->giveElements() ) {
 
        this->integrateNMatrix(N, *elem, tStep);
        
        elem->giveLocationArray( loc, dofs, EModelDefaultEquationNumbering() );
        Fe.beTranspositionOf(N);
        F.assemble(Fe, loc, col);
    }
 
    FloatMatrix H;
 
    std :: unique_ptr< SparseLinearSystemNM > solver( classFactory.createSparseLinSolver(solverType, this->giveDomain(1), this) );
 
    H.resize( F.giveNumberOfRows(), F.giveNumberOfColumns() );
    H.zero();
 
    // For correct homogenization, the tangent at the converged values should be used
    // (the one from the Newton iterations from solveYourselfAt is not updated to contain the latest values).
    SparseMtrxType stype = solver->giveRecommendedMatrix(true);
    std :: unique_ptr< SparseMtrx > Kff( classFactory.createSparseMtrx( stype ) );
    Kff->buildInternalStructure(this, domain->giveNumber(), EModelDefaultEquationNumbering() );
    this->assemble(*Kff, tStep, TangentAssembler(TangentStiffness), EModelDefaultEquationNumbering(), domain);
    solver->solve(*Kff, F, H);
 
    answer.beTProductOf(H, F);
    answer.times( 1. / this->giveAreaOfRVE() );
}
 
 
void
StokesFlowVelocityHomogenization :: integrateNMatrix(FloatMatrix &N, Element &elem, TimeStep *tStep)
{
    FloatArray n, n2;
 
    for ( GaussPoint *gp: *elem.giveDefaultIntegrationRulePtr() ) {
        const FloatArray &lcoords = gp->giveNaturalCoordinates();

        elem.giveInterpolation()->evalN( n, lcoords, FEIElementGeometryWrapper(&elem) );
        double detJ = fabs( elem.giveInterpolation()->giveTransformationJacobian( lcoords, FEIElementGeometryWrapper(&elem) ) );
        n2.add(gp->giveWeight() * detJ, n);
    }
 
    N.beNMatrixOf(n2, this->giveDomain(1)->giveNumberOfSpatialDimensions());
}
 
 
void
StokesFlowVelocityHomogenization :: applyPressureGradient(const FloatArray &grad)
{
    FloatArray components = grad;
    components.negated();

    for ( auto &bc : this->giveDomain(1)->giveBcs() ) {
        DeadWeight *load = dynamic_cast< DeadWeight* >( bc.get() );
        if ( load ) {
            load->setDeadWeighComponents(components);
            break;
        }
    }
}
 
}