libeam3dnl.C

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/*
 *
 *                 #####    #####   ######  ######  ###   ###
 *               ##   ##  ##   ##  ##      ##      ## ### ##
 *              ##   ##  ##   ##  ####    ####    ##  #  ##
 *             ##   ##  ##   ##  ##      ##      ##     ##
 *            ##   ##  ##   ##  ##      ##      ##     ##
 *            #####    #####   ##      ######  ##     ##
 *
 *
 *             OOFEM : Object Oriented Finite Element Code
 *
 *               Copyright (C) 1993 - 2013   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 "../sm/Elements/Beams/libeam3dnl.h"
#include "../sm/CrossSections/structuralcrosssection.h"
#include "../sm/Materials/structuralms.h"
#include "node.h"
#include "material.h"
#include "gausspoint.h"
#include "gaussintegrationrule.h"
#include "floatmatrix.h"
#include "intarray.h"
#include "floatarray.h"
#include "mathfem.h"
#include "timestep.h"
#include "classfactory.h"

#ifdef __OOFEG
 #include "oofeggraphiccontext.h"
#endif

namespace oofem {
REGISTER_Element(LIBeam3dNL);

LIBeam3dNL :: LIBeam3dNL(int n, Domain *aDomain) : NLStructuralElement(n, aDomain), tc(3, 3), tempTc(3, 3) //, kappa (3)
{
    numberOfDofMans    = 2;
    l0                 = 0.;
    tempTcCounter      = 0;
    referenceNode      = 0;
    // init kappa vector at centre
    // kappa.zero();
}


void
LIBeam3dNL :: computeSMtrx(FloatMatrix &answer, FloatArray &vec)
{
    if ( vec.giveSize() != 3 ) {
        OOFEM_ERROR("vec param size mismatch");
    }

    answer.resize(3, 3);

    answer.at(1, 1) = answer.at(2, 2) = answer.at(3, 3) = 0.;
    answer.at(1, 2) = -vec.at(3);
    answer.at(1, 3) =  vec.at(2);
    answer.at(2, 1) =  vec.at(3);
    answer.at(2, 3) = -vec.at(1);
    answer.at(3, 1) = -vec.at(2);
    answer.at(3, 2) =  vec.at(1);
}


void
LIBeam3dNL :: computeRotMtrx(FloatMatrix &answer, FloatArray &psi)
{
    FloatMatrix S(3, 3), SS(3, 3);
    double psiSize;

    if ( psi.giveSize() != 3 ) {
        OOFEM_ERROR("psi param size mismatch");
    }

    answer.resize(3, 3);
    answer.zero();

    psiSize = psi.computeNorm();
    answer.at(1, 1) = answer.at(2, 2) = answer.at(3, 3) = 1.;

    if ( psiSize <= 1.e-40 ) {
        return;
    }

    this->computeSMtrx(S, psi);
    SS.beProductOf(S, S);
    S.times(sin(psiSize) / psiSize);
    SS.times( ( 1. - cos(psiSize) ) / ( psiSize * psiSize ) );

    answer.add(S);
    answer.add(SS);
}


void
LIBeam3dNL :: updateTempTriad(TimeStep *tStep)
{
    // test if not previously done
    if ( tStep->giveSolutionStateCounter() == tempTcCounter ) {
        return;
    }

    FloatArray u, centreSpin(3);
    FloatMatrix dR(3, 3);

    // ask element's displacement increments
    this->computeVectorOf(VM_Incremental, tStep, u);

    // interpolate spin at the centre
    centreSpin.at(1) = 0.5 * ( u.at(4) + u.at(10) );
    centreSpin.at(2) = 0.5 * ( u.at(5) + u.at(11) );
    centreSpin.at(3) = 0.5 * ( u.at(6) + u.at(12) );

    // compute rotation matrix from centreSpin pseudovector
    this->computeRotMtrx(dR, centreSpin);

    // update triad
    tempTc.beProductOf(dR, tc);
    // remember timestamp
    tempTcCounter = tStep->giveSolutionStateCounter();
}


void
LIBeam3dNL :: computeStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)
{
    FloatArray xd(3), eps(3), curv(3);

    // update temp triad
    this->updateTempTriad(tStep);

    this->computeXdVector(xd, tStep);

    // compute eps_xl, gamma_l2, gamma_l3
    eps.beTProductOf(tempTc, xd);
    eps.times(1. / this->l0);
    eps.at(1) -= 1.0;

    // update curvature at midpoint
    this->computeTempCurv(curv, tStep);

    answer.resize(6);
    answer.at(1) = eps.at(1); // eps_xl
    answer.at(2) = eps.at(2); // gamma_l2
    answer.at(3) = eps.at(3); // gamma_l3
    answer.at(4) = curv.at(1); // kappa_1
    answer.at(5) = curv.at(2); // kappa_2
    answer.at(6) = curv.at(3); // kappa_3
}


void
LIBeam3dNL :: computeXMtrx(FloatMatrix &answer, TimeStep *tStep)
{
    FloatArray xd(3);
    FloatMatrix s(3, 3);

    this->computeXdVector(xd, tStep);
    this->computeSMtrx(s, xd);

    answer.resize(12, 6);
    answer.zero();

    for ( int i = 1; i < 4; i++ ) {
        answer.at(i, i)      = -1.0;
        answer.at(i + 6, i)   =  1.0;
        answer.at(i + 3, i + 3) = -1.0;
        answer.at(i + 9, i + 3) =  1.0;

        for ( int j = 1; j < 4; j++ ) {
            answer.at(i + 3, j) = answer.at(i + 9, j) = 0.5 * s.at(j, i);
        }
    }
}


void
LIBeam3dNL :: giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
{
    GaussPoint *gp = this->giveDefaultIntegrationRulePtr()->getIntegrationPoint(0);
    FloatArray nm(6), stress, strain;
    FloatMatrix x;
    double s1, s2;

    // update temp triad
    this->updateTempTriad(tStep);

    if ( useUpdatedGpRecord == 1 ) {
        stress = static_cast< StructuralMaterialStatus * >( gp->giveMaterialStatus() )->giveStrainVector();
    } else {
        this->computeStrainVector(strain, gp, tStep);
        this->computeStressVector(stress, strain, gp, tStep);
    }

    for ( int i = 1; i <= 3; i++ ) {
        s1 = s2 = 0.0;
        for ( int j = 1; j <= 3; j++ ) {
            s1 += tempTc.at(i, j) * stress.at(j);
            s2 += tempTc.at(i, j) * stress.at(j + 3);
        }

        nm.at(i)   = s1;
        nm.at(i + 3) = s2;
    }

    this->computeXMtrx(x, tStep);
    answer.beProductOf(x, nm);
}


void
LIBeam3dNL :: computeXdVector(FloatArray &answer, TimeStep *tStep)
{
    FloatArray u(3);

    answer.resize(3);
    // ask element's displacements
    this->computeVectorOf(VM_Total, tStep, u);

    answer.at(1) = ( this->giveNode(2)->giveCoordinate(1) + u.at(7) ) -
                   ( this->giveNode(1)->giveCoordinate(1) + u.at(1) );
    answer.at(2) = ( this->giveNode(2)->giveCoordinate(2) + u.at(8) ) -
                   ( this->giveNode(1)->giveCoordinate(2) + u.at(2) );
    answer.at(3) = ( this->giveNode(2)->giveCoordinate(3) + u.at(9) ) -
                   ( this->giveNode(1)->giveCoordinate(3) + u.at(3) );
}


void
LIBeam3dNL :: computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
{
    double s1, s2;
    FloatMatrix d, x, xt(12, 6), dxt, sn, sm, sxd, y;
    FloatArray n(3), m(3), xd(3), stress, strain;
    GaussPoint *gp = this->giveDefaultIntegrationRulePtr()->getIntegrationPoint(0);

    answer.clear();

    // linear part

    this->updateTempTriad(tStep); // update temp triad
    this->computeXMtrx(x, tStep);
    xt.zero();
    for ( int i = 1; i <= 12; i++ ) {
        for ( int j = 1; j <= 3; j++ ) {
            for ( int k = 1; k <= 3; k++ ) {
                // compute x*Tbar, taking into account sparsity of Tbar
                xt.at(i, j)   += x.at(i, k) * tempTc.at(k, j);
                xt.at(i, j + 3) += x.at(i, k + 3) * tempTc.at(k, j);
            }
        }
    }

    this->computeConstitutiveMatrixAt(d, rMode, gp, tStep);
    dxt.beProductTOf(d, xt);
    answer.beProductOf(xt, dxt);
    answer.times(1. / this->l0);

    // geometric stiffness ks = ks1+ks2
    // ks1
    this->computeStrainVector(strain, gp, tStep);
    this->computeStressVector(stress, strain, gp, tStep);

    for ( int i = 1; i <= 3; i++ ) {
        s1 = s2 = 0.0;
        for ( int j = 1; j <= 3; j++ ) {
            s1 += tempTc.at(i, j) * stress.at(j);
            s2 += tempTc.at(i, j) * stress.at(j + 3);
        }

        n.at(i)   = s1;
        m.at(i)   = s2;
    }

    this->computeSMtrx(sn, n);
    this->computeSMtrx(sm, m);

    for ( int i = 1; i <= 3; i++ ) {
        for ( int j = 1; j <= 3; j++ ) {
            answer.at(i, j + 3)   += sn.at(i, j);
            answer.at(i, j + 9)   += sn.at(i, j);
            answer.at(i + 3, j + 3) += sm.at(i, j);
            answer.at(i + 3, j + 9) += sm.at(i, j);

            answer.at(i + 6, j + 3) -= sn.at(i, j);
            answer.at(i + 6, j + 9) -= sn.at(i, j);
            answer.at(i + 9, j + 3) -= sm.at(i, j);
            answer.at(i + 9, j + 9) -= sm.at(i, j);
        }
    }

    // ks2
    this->computeXdVector(xd, tStep);
    this->computeSMtrx(sxd, xd);

    y.beProductOf(sxd, sn);
    y.times(0.5);

    for ( int i = 1; i <= 3; i++ ) {
        for ( int j = 1; j <= 3; j++ ) {
            answer.at(i + 3, j)     -= sn.at(i, j);
            answer.at(i + 3, j + 3) += y.at(i, j);
            answer.at(i + 3, j + 6) += sn.at(i, j);
            answer.at(i + 3, j + 9) += y.at(i, j);

            answer.at(i + 9, j)     -= sn.at(i, j);
            answer.at(i + 9, j + 3) += y.at(i, j);
            answer.at(i + 9, j + 6) += sn.at(i, j);
            answer.at(i + 9, j + 9) += y.at(i, j);
        }
    }
}


void
LIBeam3dNL :: computeGaussPoints()
// Sets up the array of Gauss Points of the receiver.
{
    if ( integrationRulesArray.size() == 0 ) {
        integrationRulesArray.resize( 1 );
        integrationRulesArray [ 0 ].reset( new GaussIntegrationRule(1, this, 1, 2) );
        this->giveCrossSection()->setupIntegrationPoints(* integrationRulesArray [ 0 ], 1, this);
    }
}


IRResultType
LIBeam3dNL :: initializeFrom(InputRecord *ir)
{
    IRResultType result;                // Required by IR_GIVE_FIELD macro

    // first call parent
    result = NLStructuralElement :: initializeFrom(ir);
    if ( result != IRRT_OK ) {
        return result;
    }

    IR_GIVE_FIELD(ir, referenceNode, _IFT_LIBeam3dNL_refnode);
    if ( referenceNode == 0 ) {
        OOFEM_ERROR("wrong reference node specified");
    }

    /*
     * if (this->hasString (initString, "dofstocondense")) {
     *  dofsToCondense = this->ReadIntArray (initString, "dofstocondense");
     *  if (dofsToCondense->giveSize() >= 12)
     *    OOFEM_ERROR("wrong input data for condensed dofs");
     * } else {
     *  dofsToCondense = NULL;
     * }
     */

    // compute initial triad at centre - requires nodal coordinates
    FloatMatrix lcs;
    this->giveLocalCoordinateSystem(lcs);
    this->tc.beTranspositionOf(lcs);

    return IRRT_OK;
}


double
LIBeam3dNL :: computeLength()
// Returns the original length (l0) of the receiver.
{
    double dx, dy, dz;
    Node *nodeA, *nodeB;

    if ( l0 == 0. ) {
        nodeA   = this->giveNode(1);
        nodeB   = this->giveNode(2);
        dx      = nodeB->giveCoordinate(1) - nodeA->giveCoordinate(1);
        dy      = nodeB->giveCoordinate(2) - nodeA->giveCoordinate(2);
        dz      = nodeB->giveCoordinate(3) - nodeA->giveCoordinate(3);
        l0      = sqrt(dx * dx + dy * dy + dz * dz);
    }

    return l0;
}


void
LIBeam3dNL :: computeLumpedMassMatrix(FloatMatrix &answer, TimeStep *tStep)
// Returns the lumped mass matrix of the receiver. This expression is
// valid in both local and global axes.
{
    GaussPoint *gp = integrationRulesArray [ 0 ]->getIntegrationPoint(0);
    double density = this->giveStructuralCrossSection()->give('d', gp);
    double halfMass   = density * this->giveCrossSection()->give(CS_Area, gp) * this->computeLength() / 2.;
    answer.resize(12, 12);
    answer.zero();
    answer.at(1, 1) = answer.at(2, 2) = answer.at(3, 3) = halfMass;
    answer.at(7, 7) = answer.at(8, 8) = answer.at(9, 9) = halfMass;

    double Ik, Iy, Iz;
    Ik   = this->giveCrossSection()->give(CS_TorsionMomentX, gp);
    Iy   = this->giveCrossSection()->give(CS_InertiaMomentY, gp);
    Iz   = this->giveCrossSection()->give(CS_InertiaMomentZ, gp);
    halfMass   = density * this->computeLength() / 2.;
    answer.at(4, 4) = answer.at(10, 10) = Ik * halfMass;
    answer.at(5, 5) = answer.at(11, 11) = Iy * halfMass;
    answer.at(6, 6) = answer.at(12, 12) = Iz * halfMass;
}


void
LIBeam3dNL :: computeNmatrixAt(const FloatArray &iLocCoord, FloatMatrix &answer)
// Returns the displacement interpolation matrix {N} of the receiver, eva-
// luated at gp.
{
    double ksi, n1, n2;

    ksi = iLocCoord.at(1);
    n1  = ( 1. - ksi ) * 0.5;
    n2  = ( 1. + ksi ) * 0.5;

    answer.resize(6, 12);
    answer.zero();

    // u
    answer.at(1, 1) = n1;
    answer.at(1, 7) = n2;
    // v
    answer.at(2, 2) = n1;
    answer.at(2, 8) = n2;
    // w
    answer.at(3, 3) = n1;
    answer.at(3, 9) = n2;
    // fi_x
    answer.at(4, 4)  = n1;
    answer.at(4, 10) = n2;
    // fi_y
    answer.at(5, 5)  = n1;
    answer.at(5, 11) = n2;
    // fi_z
    answer.at(6, 6)  = n1;
    answer.at(6, 12) = n2;
}


double
LIBeam3dNL :: computeVolumeAround(GaussPoint *gp)
// Returns the length of the receiver. This method is valid only if 1
// Gauss point is used.
{
    double weight  = gp->giveWeight();
    return weight * 0.5 * this->computeLength();
}


int
LIBeam3dNL :: giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)
{
    if ( type == IST_BeamForceMomentTensor ) {
        answer = static_cast< StructuralMaterialStatus * >( gp->giveMaterialStatus() )->giveStressVector();
        return 1;
    } else if ( type == IST_BeamStrainCurvatureTensor ) {
        answer = static_cast< StructuralMaterialStatus * >( gp->giveMaterialStatus() )->giveStrainVector();
        return 1;
    } else {
        return StructuralElement :: giveIPValue(answer, gp, type, tStep);
    }
}


void
LIBeam3dNL :: giveDofManDofIDMask(int inode, IntArray &answer) const
{
    answer = {D_u, D_v, D_w, R_u, R_v, R_w};
}


int
LIBeam3dNL :: computeGlobalCoordinates(FloatArray &answer, const FloatArray &lcoords)
{
    double ksi, n1, n2;

    ksi = lcoords.at(1);
    n1  = ( 1. - ksi ) * 0.5;
    n2  = ( 1. + ksi ) * 0.5;

    answer.resize(3);
    answer.at(1) = n1 * this->giveNode(1)->giveCoordinate(1) + n2 *this->giveNode(2)->giveCoordinate(1);
    answer.at(2) = n1 * this->giveNode(1)->giveCoordinate(2) + n2 *this->giveNode(2)->giveCoordinate(2);
    answer.at(3) = n1 * this->giveNode(1)->giveCoordinate(3) + n2 *this->giveNode(2)->giveCoordinate(3);

    return 1;
}


void
LIBeam3dNL :: computeConstitutiveMatrixAt(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)
{
    this->giveStructuralCrossSection()->give3dBeamStiffMtrx(answer, rMode, gp, tStep);
}


void
LIBeam3dNL :: computeStressVector(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep)
{
    this->giveStructuralCrossSection()->giveGeneralizedStress_Beam3d(answer, gp, strain, tStep);
}


void
LIBeam3dNL :: giveEdgeDofMapping(IntArray &answer, int iEdge) const
{
    /*
     * provides dof mapping of local edge dofs (only nonzero are taken into account)
     * to global element dofs
     */
    if ( iEdge != 1 ) {
        OOFEM_ERROR("wrong edge number");
    }

    answer.resize(12);
    for ( int i = 1; i <= 12; i++ ) {
        answer.at(i) = i;
    }
}


double
LIBeam3dNL :: computeEdgeVolumeAround(GaussPoint *gp, int iEdge)
{
    if ( iEdge != 1 ) { // edge between nodes 1 2
        OOFEM_ERROR("wrong egde number");
    }

    double weight  = gp->giveWeight();
    return 0.5 * this->computeLength() * weight;
}


int
LIBeam3dNL :: giveLocalCoordinateSystem(FloatMatrix &answer)
//
// returns a unit vectors of local coordinate system at element
// stored rowwise (mainly used by some materials with ortho and anisotrophy)
//
{
    FloatArray lx(3), ly(3), lz(3), help(3);
    double length = this->computeLength();
    Node *nodeA, *nodeB, *refNode;

    answer.resize(3, 3);
    answer.zero();
    nodeA  = this->giveNode(1);
    nodeB  = this->giveNode(2);
    refNode = this->giveDomain()->giveNode(this->referenceNode);

    for ( int i = 1; i <= 3; i++ ) {
        lx.at(i) = ( nodeB->giveCoordinate(i) - nodeA->giveCoordinate(i) ) / length;
        help.at(i) = ( refNode->giveCoordinate(i) - nodeA->giveCoordinate(i) );
    }

    lz.beVectorProductOf(lx, help);
    lz.normalize();
    ly.beVectorProductOf(lz, lx);
    ly.normalize();

    for ( int i = 1; i <= 3; i++ ) {
        answer.at(1, i) = lx.at(i);
        answer.at(2, i) = ly.at(i);
        answer.at(3, i) = lz.at(i);
    }

    return 1;
}


/*
 * int
 * LIBeam3dNL :: computeGtoLRotationMatrix (FloatMatrix& answer)
 * // Returns the rotation matrix of the receiver.
 * // rotation matrix is computed for original configuration only
 * {
 * FloatMatrix lcs;
 * int i,j;
 *
 * answer.resize(12,12);
 * answer.zero();
 *
 * this->giveLocalCoordinateSystem (lcs);
 *
 * for (i=1; i <= 3; i++)
 * for (j=1; j <= 3; j++) {
 * answer.at(i,j) = lcs.at(i,j);
 * answer.at(i+3, j+3) = lcs.at(i,j);
 * answer.at(i+6, j+6) = lcs.at(i,j);
 * answer.at(i+9, j+9) = lcs.at(i,j);
 * }
 *
 * return 1 ;
 * }
 */

int
LIBeam3dNL :: computeLoadGToLRotationMtrx(FloatMatrix &answer)
{
    /*
     * Returns transformation matrix from global coordinate system to local
     * element coordinate system for element load vector components.
     * If no transformation is necessary, answer is empty matrix (default);
     *
     * Does not support follower load
     */

    FloatMatrix lcs;

    answer.resize(6, 6);
    answer.zero();

    this->giveLocalCoordinateSystem(lcs);

    for ( int i = 1; i <= 3; i++ ) {
        for ( int j = 1; j <= 3; j++ ) {
            answer.at(i, j) = lcs.at(i, j);
            answer.at(3 + i, 3 + j) = lcs.at(i, j);
        }
    }

    return 1;
}


int
LIBeam3dNL :: computeLoadLEToLRotationMatrix(FloatMatrix &answer, int iEdge, GaussPoint *gp)
{
    // returns transformation matrix from
    // edge local coordinate system
    // to element local c.s
    // (same as global c.s in this case)
    //
    // i.e. f(element local) = T * f(edge local)
    //
    answer.clear();
    return 0;
}


void
LIBeam3dNL :: computeBodyLoadVectorAt(FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode)
{
    FloatArray lc(1);
    NLStructuralElement :: computeBodyLoadVectorAt(answer, load, tStep, mode);
    answer.times( this->giveCrossSection()->give(CS_Area, lc, this) );
}



void LIBeam3dNL :: updateYourself(TimeStep *tStep)
// Updates the receiver at end of step.
{
    NLStructuralElement :: updateYourself(tStep);

    // update triad
    this->updateTempTriad(tStep);
    tc = tempTc;

    // update curvature
    //FloatArray curv;
    //this->computeTempCurv (curv, tStep);
    //kappa = curv;
}

void
LIBeam3dNL :: initForNewStep()
// initializes receiver to new time step or can be used
// if current time step must be restarted
{
    NLStructuralElement :: initForNewStep();
    tempTc = tc;
}


void
LIBeam3dNL :: computeTempCurv(FloatArray &answer, TimeStep *tStep)
{
    IntegrationRule *iRule = this->giveDefaultIntegrationRulePtr();
    GaussPoint *gp = iRule->getIntegrationPoint(0);

    FloatArray ui(3), ac(3), PrevEpsilon;
    FloatMatrix sc(3, 3), tmid(3, 3);

    // update curvature at midpoint
    // first, compute Tmid
    // ask increments
    this->computeVectorOf(VM_Incremental, tStep, ui);

    ac.at(1) = 0.5 * ( ui.at(10) - ui.at(4) );
    ac.at(2) = 0.5 * ( ui.at(11) - ui.at(5) );
    ac.at(3) = 0.5 * ( ui.at(12) - ui.at(6) );
    this->computeSMtrx(sc, ac);
    sc.times(1. / 2.);
    // compute I+sc
    sc.at(1, 1) += 1.0;
    sc.at(2, 2) += 1.0;
    sc.at(3, 3) += 1.0;
    tmid.beProductOf(sc, this->tc);

    // update curvature at centre
    ac.at(1) = ( ui.at(10) - ui.at(4) );
    ac.at(2) = ( ui.at(11) - ui.at(5) );
    ac.at(3) = ( ui.at(12) - ui.at(6) );

    answer.beTProductOf(tmid, ac);
    answer.times(1 / this->l0);

    // ask for previous kappa
    StructuralMaterialStatus *matStat = static_cast< StructuralMaterialStatus * >( gp->giveMaterialStatus() );
    if ( matStat ) {
        PrevEpsilon = matStat->giveStrainVector();
    }
    if ( PrevEpsilon.giveSize() ) {
        answer.at(1) += PrevEpsilon.at(4);
        answer.at(2) += PrevEpsilon.at(5);
        answer.at(3) += PrevEpsilon.at(6);
    }
}


#ifdef __OOFEG
void LIBeam3dNL :: drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep)
{
    GraphicObj *go;

    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    //  if (!go) { // create new one
    WCRec p [ 2 ];   /* poin */
    EASValsSetLineWidth(OOFEG_RAW_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getElementColor() );
    EASValsSetLayer(OOFEG_RAW_GEOMETRY_LAYER);
    p [ 0 ].x = ( FPNum ) this->giveNode(1)->giveCoordinate(1);
    p [ 0 ].y = ( FPNum ) this->giveNode(1)->giveCoordinate(2);
    p [ 0 ].z = ( FPNum ) this->giveNode(1)->giveCoordinate(3);
    p [ 1 ].x = ( FPNum ) this->giveNode(2)->giveCoordinate(1);
    p [ 1 ].y = ( FPNum ) this->giveNode(2)->giveCoordinate(2);
    p [ 1 ].z = ( FPNum ) this->giveNode(2)->giveCoordinate(3);
    go = CreateLine3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
}


void LIBeam3dNL :: drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType type)
{
    GraphicObj *go;

    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    double defScale = gc.getDefScale();
    //  if (!go) { // create new one
    WCRec p [ 2 ]; /* poin */
    EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getDeformedElementColor() );
    EASValsSetLayer(OOFEG_DEFORMED_GEOMETRY_LAYER);
    p [ 0 ].x = ( FPNum ) this->giveNode(1)->giveUpdatedCoordinate(1, tStep, defScale);
    p [ 0 ].y = ( FPNum ) this->giveNode(1)->giveUpdatedCoordinate(2, tStep, defScale);
    p [ 0 ].z = ( FPNum ) this->giveNode(1)->giveUpdatedCoordinate(3, tStep, defScale);

    p [ 1 ].x = ( FPNum ) this->giveNode(2)->giveUpdatedCoordinate(1, tStep, defScale);
    p [ 1 ].y = ( FPNum ) this->giveNode(2)->giveUpdatedCoordinate(2, tStep, defScale);
    p [ 1 ].z = ( FPNum ) this->giveNode(2)->giveUpdatedCoordinate(3, tStep, defScale);
    go = CreateLine3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EMAddGraphicsToModel(ESIModel(), go);
}
#endif
} // end namespace oofem