예제 #1
0
void
tet21ghostsolid :: computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
{

    IntegrationRule *iRule = integrationRulesArray [ giveDefaultIntegrationRule() ];
#ifdef __FM_MODULE
    FluidDynamicMaterial *fluidMaterial = static_cast< FluidCrossSection * >( this->giveCrossSection() )->giveFluidMaterial();
#endif

    FloatMatrix Kf, G, Kx, D, B, Ed, EdB, dNx;
    FloatArray Nlin, dNv;

    for (int j = 0; j<iRule->giveNumberOfIntegrationPoints(); j++) {
        GaussPoint *gp = iRule->getIntegrationPoint(j);

        double detJ = fabs( ( this->interpolation.giveTransformationJacobian( * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) ) ) );
        double weight = gp->giveWeight();

        this->interpolation.evaldNdx( dNx, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
        this->interpolation_lin.evalN( Nlin, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );

        dNv.resize(30); // dNv = [dN1/dx dN1/dy dN1/dz dN2/dx dN2/dy dN2/dz ... dN10/dz]

        for (int k = 0; k<dNx.giveNumberOfRows(); k++) {
            dNv.at(k*3+1) = dNx.at(k+1,1);
            dNv.at(k*3+2) = dNx.at(k+1,2);
            dNv.at(k*3+3) = dNx.at(k+1,3);
        }

        if (nlGeometry == 0) {

            this->computeBmatrixAt(gp, B);

            // Fluid part
            gp->setMaterialMode(_3dFlow);
#ifdef __FM_MODULE
            fluidMaterial->giveDeviatoricStiffnessMatrix(Ed, TangentStiffness, gp, tStep);
#else
            OOFEM_ERROR("Fluid module missing\n");
#endif
            gp->setMaterialMode(_3dMat);

            EdB.beProductOf(Ed, B);
            Kf.plusProductSymmUpper(B, EdB, detJ*weight);

            // Ghost solid part
            EdB.beProductOf(Dghost, B);
            Kx.plusProductSymmUpper(B, EdB, detJ*weight);

            // Incompressibility part
            G.plusDyadUnsym(dNv, Nlin, -detJ*weight);

        } else {
            OOFEM_ERROR ("No support for large deformations yet!");
        }

    }

    FloatMatrix GT;

    GT.beTranspositionOf(G);
    //GTdeltat.beTranspositionOf(G);
    //GTdeltat.times(deltat);
    Kf.symmetrized();
    Kx.symmetrized();
    //    Kf.printYourself();
    //    G.printYourself();
    //    GT.printYourself();
    //    Kx.printYourself();

    answer.resize(64, 64);
    answer.zero();
#define USEUNCOUPLED 0

#if USEUNCOUPLED == 1
    // Totaly uncoupled
    answer.assemble(Kf, momentum_ordering, momentum_ordering);
    answer.assemble(G, momentum_ordering, conservation_ordering);
    answer.assemble(GT, conservation_ordering, momentum_ordering);
    answer.assemble(Kx, ghostdisplacement_ordering, ghostdisplacement_ordering);
#else
    answer.assemble(Kf, ghostdisplacement_ordering, ghostdisplacement_ordering);
    answer.assemble(Kf, ghostdisplacement_ordering, momentum_ordering);
    answer.assemble(G, ghostdisplacement_ordering, conservation_ordering);
    answer.assemble(GT, conservation_ordering, ghostdisplacement_ordering);
    answer.assemble(GT, conservation_ordering, momentum_ordering);
    answer.assemble(Kx, momentum_ordering, ghostdisplacement_ordering);
#endif

    //answer.printYourself();

}
예제 #2
0
void
tet21ghostsolid :: giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
{

    IntegrationRule *iRule = integrationRulesArray [ giveDefaultIntegrationRule() ];
#ifdef __FM_MODULE
    FluidDynamicMaterial *fluidMaterial = static_cast< FluidCrossSection * >( this->giveCrossSection() )->giveFluidMaterial();
#endif

    FloatMatrix Kf, G, Kx, B, Ed, dNx;
    FloatArray Strain, Stress, Nlin, dNv, a, aVelocity, aPressure, aGhostDisplacement, fluidStress, epsf;
    FloatArray momentum, conservation, auxstress;
    double pressure, epsvol;

    this->computeVectorOf( VM_Total, tStep, a);
    if (!tStep->isTheFirstStep()) {
        // a.printYourself();
    }

    aVelocity.beSubArrayOf(a, momentum_ordering);
    aPressure.beSubArrayOf(a, conservation_ordering);
    aGhostDisplacement.beSubArrayOf(a, ghostdisplacement_ordering);

    for (int j = 0; j<iRule->giveNumberOfIntegrationPoints(); j++) {
        GaussPoint *gp = iRule->getIntegrationPoint(j);

        double detJ = fabs( ( this->interpolation.giveTransformationJacobian( * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) ) ) );
        double weight = gp->giveWeight();

        this->interpolation.evaldNdx( dNx, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
        this->interpolation_lin.evalN( Nlin, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );

        dNv.resize(30);
        for (int k = 0; k<dNx.giveNumberOfColumns(); k++) {
            dNv.at(k*3+1) = dNx.at(1,k+1);
            dNv.at(k*3+2) = dNx.at(2,k+1);
            dNv.at(k*3+3) = dNx.at(3,k+1);
        }

        if (nlGeometry == 0) {

            this->computeBmatrixAt(gp, B);
            epsf.beProductOf(B, aVelocity);
            pressure = Nlin.dotProduct(aPressure);

            // Fluid part
            gp->setMaterialMode(_3dFlow);
#ifdef __FM_MODULE
            fluidMaterial->computeDeviatoricStressVector(fluidStress, epsvol, gp, epsf, pressure, tStep);
#else
            OOFEM_ERROR("Missing FM module");
#endif
            gp->setMaterialMode(_3dMat);

            momentum.plusProduct(B, fluidStress, detJ*weight);
            momentum.add(-pressure * detJ * weight, dNv);
            conservation.add(epsvol * detJ * weight, Nlin);

            // Ghost solid part
            Strain.beProductOf(B, aGhostDisplacement);
            Stress.beProductOf(Dghost, Strain);
            auxstress.plusProduct(B, Stress, detJ * weight);

        } else {
            OOFEM_ERROR("No support for large deformations yet!");
        }

    }
    answer.resize(64);
    answer.zero();

#if USEUNCOUPLED == 1
    // Totaly uncoupled
    answer.assemble(momentum, momentum_ordering);
    answer.assemble(conservation, conservation_ordering);
    answer.assemble(auxstress, ghostdisplacement_ordering);
#else
    answer.assemble(momentum, ghostdisplacement_ordering);
    answer.assemble(conservation, conservation_ordering);
    answer.assemble(auxstress, momentum_ordering);
#endif

    // Test linear

    /*    if (this->giveNumber() == 364) {
        FloatMatrix K;
        FloatArray ans;
        this->computeStiffnessMatrix(K, TangentStiffness, tStep);
        ans.beProductOf(K, a);
        ans.printYourself();
        answer.printYourself();
    } */


}