lspace.C

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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 "sm/Elements/3D/lspace.h"
#include "fei3dhexalin.h"
#include "node.h"
#include "gausspoint.h"
#include "gaussintegrationrule.h"
#include "floatmatrix.h"
#include "floatarray.h"
#include "intarray.h"
#include "domain.h"
#include "mathfem.h"
#include "crosssection.h"
#include "classfactory.h"
#include "parametermanager.h"
#include "paramkey.h"
 
#ifdef __OOFEG
 #include "oofeggraphiccontext.h"
 #include "oofegutils.h"
 #include "sm/Materials/rcm2.h"
#endif
 
namespace oofem {
REGISTER_Element(LSpace);
 
FEI3dHexaLin LSpace :: interpolation;
ParamKey LSpace::IPK_LSpace_reducedShearIntegration("reducedshearint");
 
LSpace :: LSpace(int n, Domain *aDomain) : Structural3DElement(n, aDomain), ZZNodalRecoveryModelInterface(this),
    SPRNodalRecoveryModelInterface(), SpatialLocalizerInterface(this),
    HuertaErrorEstimatorInterface()
    // Constructor.
{
    numberOfDofMans  = 8;
    numberOfGaussPoints = 8;
    reducedShearIntegration = false;
}
 
 
FEInterpolation *LSpace :: giveInterpolation() const { return & interpolation; }
 
Interface *
LSpace :: giveInterface(InterfaceType interface)
{
    if ( interface == ZZNodalRecoveryModelInterfaceType ) {
        return static_cast< ZZNodalRecoveryModelInterface * >(this);
    } else if ( interface == SPRNodalRecoveryModelInterfaceType ) {
        return static_cast< SPRNodalRecoveryModelInterface * >(this);
    } else if ( interface == NodalAveragingRecoveryModelInterfaceType ) {
        return static_cast< NodalAveragingRecoveryModelInterface * >(this);
    } else if ( interface == SpatialLocalizerInterfaceType ) {
        return static_cast< SpatialLocalizerInterface * >(this);
    } else if ( interface == HuertaErrorEstimatorInterfaceType ) {
        return static_cast< HuertaErrorEstimatorInterface * >(this);
    }
 
    return NULL;
}
 
 
void
LSpace :: initializeFrom(InputRecord &ir, int priority)
{
    Structural3DElement :: initializeFrom(ir, priority);
    ParameterManager &ppm = this->giveDomain()->elementPPM;
    PM_UPDATE_PARAMETER(reducedShearIntegration, ppm, ir, this->number, IPK_LSpace_reducedShearIntegration, priority) ;
}
 
 
 
void
LSpace :: computeBmatrixAt(GaussPoint *gp, FloatMatrix &answer, int li, int ui)
// Returns the [ 6 x (nno*3) ] strain-displacement matrix {B} of the receiver, eva-
// luated at gp.
// B matrix  -  6 rows : epsilon-X, epsilon-Y, epsilon-Z, gamma-YZ, gamma-ZX, gamma-XY  :
{
    FEInterpolation *interp = this->giveInterpolation();
    FloatMatrix dNdx, dNdxShear;
    interp->evaldNdx( dNdx, gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
    if ( this->reducedShearIntegration ) {
        interp->evaldNdx( dNdxShear, { 0., 0., 0. }, FEIElementGeometryWrapper(this) );
    } else {
        dNdxShear =  dNdx;
    }
 
    answer.resize(6, dNdx.giveNumberOfRows() * 3);
    answer.zero();
 
    for ( int i = 1; i <= dNdx.giveNumberOfRows(); i++ ) {
        answer.at(1, 3 * i - 2) = dNdx.at(i, 1);
        answer.at(2, 3 * i - 1) = dNdx.at(i, 2);
        answer.at(3, 3 * i - 0) = dNdx.at(i, 3);
 
        answer.at(5, 3 * i - 2) = answer.at(4, 3 * i - 1) = dNdxShear.at(i, 3);
        answer.at(6, 3 * i - 2) = answer.at(4, 3 * i - 0) = dNdxShear.at(i, 2);
        answer.at(6, 3 * i - 1) = answer.at(5, 3 * i - 0) = dNdxShear.at(i, 1);
    }
}
 
 
 
 
void
LSpace :: SPRNodalRecoveryMI_giveSPRAssemblyPoints(IntArray &pap)
{
    pap.resize(numberOfDofMans);
    for ( int i = 1; i <= numberOfDofMans; i++ ) {
        pap.at(i) = this->giveNode(i)->giveNumber();
    }
}
 
 
void
LSpace :: SPRNodalRecoveryMI_giveDofMansDeterminedByPatch(IntArray &answer, int pap)
{
    int found = 0;
    answer.resize(1);
 
    for ( int i = 1; i <= numberOfDofMans; i++ ) {
        if ( this->giveNode(i)->giveNumber() == pap ) {
            found = 1;
        }
    }
 
    if ( found ) {
        answer.at(1) = pap;
    } else {
        OOFEM_ERROR("unknown node number %d", pap);
    }
}
 
 
int
LSpace :: SPRNodalRecoveryMI_giveNumberOfIP()
{
    return this->giveDefaultIntegrationRulePtr()->giveNumberOfIntegrationPoints();
}
 
 
SPRPatchType
LSpace :: SPRNodalRecoveryMI_givePatchType()
{
    return SPRPatchType_3dBiLin;
}
 
 
void
LSpace :: NodalAveragingRecoveryMI_computeNodalValue(FloatArray &answer, int node,
                                                     InternalStateType type, TimeStep *tStep)
{
    double x1 = 0.0, x2 = 0.0, x3 = 0.0, y = 0.0;
    FloatMatrix A(4, 4);
    FloatMatrix b, r;
    FloatArray val;
    double u, v, w;
 
    int size = 0;
 
    for ( GaussPoint *gp : *integrationRulesArray [ 0 ] ) {
        giveIPValue(val, gp, type, tStep);
        if ( size == 0 ) {
            size = val.giveSize();
            b.resize(4, size);
            r.resize(4, size);
            A.zero();
            r.zero();
        }
 
        const FloatArray &coord = gp->giveNaturalCoordinates();
        u = coord.at(1);
        v = coord.at(2);
        w = coord.at(3);
 
        A.at(1, 1) += 1;
        A.at(1, 2) += u;
        A.at(1, 3) += v;
        A.at(1, 4) += w;
        A.at(2, 1) += u;
        A.at(2, 2) += u * u;
        A.at(2, 3) += u * v;
        A.at(2, 4) += u * w;
        A.at(3, 1) += v;
        A.at(3, 2) += v * u;
        A.at(3, 3) += v * v;
        A.at(3, 4) += v * w;
        A.at(4, 1) += w;
        A.at(4, 2) += w * u;
        A.at(4, 3) += w * v;
        A.at(4, 4) += w * w;
 
        for ( int j = 1; j <= size; j++ ) {
            y = val.at(j);
            r.at(1, j) += y;
            r.at(2, j) += y * u;
            r.at(3, j) += y * v;
            r.at(4, j) += y * w;
        }
    }
 
    A.solveForRhs(r, b);
 
    switch ( node ) {
    case 1:
        x1 =  1.0;
        x2 =  1.0;
        x3 =  1.0;
        break;
    case 2:
        x1 = -1.0;
        x2 =  1.0;
        x3 =  1.0;
        break;
    case 3:
        x1 = -1.0;
        x2 = -1.0;
        x3 =  1.0;
        break;
    case 4:
        x1 =  1.0;
        x2 = -1.0;
        x3 =  1.0;
        break;
    case 5:
        x1 =  1.0;
        x2 =  1.0;
        x3 = -1.0;
        break;
    case 6:
        x1 = -1.0;
        x2 =  1.0;
        x3 = -1.0;
        break;
    case 7:
        x1 = -1.0;
        x2 = -1.0;
        x3 = -1.0;
        break;
    case 8:
        x1 =  1.0;
        x2 = -1.0;
        x3 = -1.0;
        break;
    default:
        OOFEM_ERROR("unsupported node");
    }
 
    answer.resize(size);
    for ( int j = 1; j <= size; j++ ) {
        answer.at(j) = b.at(1, j) + x1 *b.at(2, j) * x2 * b.at(3, j) * x3 * b.at(4, j);
    }
}
 
 
void
LSpace :: HuertaErrorEstimatorI_setupRefinedElementProblem(RefinedElement *refinedElement, int level, int nodeId,
                                                           IntArray &localNodeIdArray, IntArray &globalNodeIdArray,
                                                           HuertaErrorEstimatorInterface :: SetupMode sMode, TimeStep *tStep,
                                                           int &localNodeId, int &localElemId, int &localBcId,
                                                           IntArray &controlNode, IntArray &controlDof,
                                                           HuertaErrorEstimator :: AnalysisMode aMode)
{
    double x = 0.0, y = 0.0, z = 0.0;
    int nodes = 8, sides = 12, faces = 6;
 
    static int sideNode [ 12 ] [ 2 ] = { { 1, 2 }, { 2, 3 }, { 3, 4 }, { 4, 1 }, // bottom
                                         { 5, 6 }, { 6, 7 }, { 7, 8 }, { 8, 5 }, // top
                                         { 1, 5 }, { 2, 6 }, { 3, 7 }, { 4, 8 } }; // vertical
    static int faceNode [ 6 ] [ 4 ] = { { 1, 2, 3, 4 }, { 5, 6, 7, 8 }, // bottom, top
                                        { 1, 2, 6, 5 }, { 2, 3, 7, 6 }, { 3, 4, 8, 7 }, { 4, 1, 5, 8 } }; // side
 
    /* ordering of side and face hexa nodes must be compatible with refinedElement connectivity ordering;
     * generally the ordering is: corner side side face side face face center;
     * however the concrete ordering is element dependent (see refineMeshGlobally source if in doubts) */
 
    static int hexaSideNode [ 8 ] [ 3 ] = { { 1, 4, 9 }, { 2, 1, 10 }, { 3, 2, 11 }, { 4, 3, 12 },
                                            { 8, 5, 9 }, { 5, 6, 10 }, { 6, 7, 11 }, { 7, 8, 12 } };
    static int hexaFaceNode [ 8 ] [ 3 ] = { { 1, 3, 6 }, { 1, 4, 3 }, { 1, 5, 4 }, { 1, 6, 5 },
                                            { 2, 6, 3 }, { 2, 3, 4 }, { 2, 4, 5 }, { 2, 5, 6 } };
 
    FloatArray corner [ 8 ], midSide [ 12 ], midFace [ 6 ], midNode;
    if ( sMode == HuertaErrorEstimatorInterface :: NodeMode ||
         ( sMode == HuertaErrorEstimatorInterface :: BCMode && aMode == HuertaErrorEstimator :: HEE_linear ) ) {
        for ( int inode = 0; inode < nodes; inode++ ) {
            corner [ inode ] = this->giveNode(inode + 1)->giveCoordinates();
 
            x += corner [ inode ].at(1);
            y += corner [ inode ].at(2);
            z += corner [ inode ].at(3);
        }
 
        for ( int iside = 0; iside < sides; iside++ ) {
            midSide [ iside ].resize(3);
 
            int nd1 = sideNode [ iside ] [ 0 ] - 1;
            int nd2 = sideNode [ iside ] [ 1 ] - 1;
 
            midSide [ iside ].at(1) = ( corner [ nd1 ].at(1) + corner [ nd2 ].at(1) ) / 2.0;
            midSide [ iside ].at(2) = ( corner [ nd1 ].at(2) + corner [ nd2 ].at(2) ) / 2.0;
            midSide [ iside ].at(3) = ( corner [ nd1 ].at(3) + corner [ nd2 ].at(3) ) / 2.0;
        }
 
        midNode.resize(3);
 
        midNode.at(1) = x / nodes;
        midNode.at(2) = y / nodes;
        midNode.at(3) = z / nodes;
 
        for ( int iface = 0; iface < faces; iface++ ) {
            x = y = z = 0.0;
            for ( int inode = 0; inode < 4; inode++ ) {
                int nd = faceNode [ iface ] [ inode ] - 1;
                x += corner [ nd ].at(1);
                y += corner [ nd ].at(2);
                z += corner [ nd ].at(3);
            }
 
            midFace [ iface ].resize(3);
 
            midFace [ iface ].at(1) = x / 4;
            midFace [ iface ].at(2) = y / 4;
            midFace [ iface ].at(3) = z / 4;
        }
    }
 
    this->setupRefinedElementProblem3D(this, refinedElement, level, nodeId, localNodeIdArray, globalNodeIdArray,
                                       sMode, tStep, nodes, corner, midSide, midFace, midNode,
                                       localNodeId, localElemId, localBcId, hexaSideNode, hexaFaceNode,
                                       controlNode, controlDof, aMode, "LSpace");
}
 
 
void LSpace :: HuertaErrorEstimatorI_computeNmatrixAt(GaussPoint *gp, FloatMatrix &answer)
{
    computeNmatrixAt(gp->giveSubPatchCoordinates(), answer);
}
 
 
#ifdef __OOFEG
 #define TR_LENGHT_REDUCT 0.3333
 
void LSpace :: drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep)
{
    WCRec p [ 8 ];
    GraphicObj *go;
 
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }
 
    EASValsSetLineWidth(OOFEG_RAW_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getElementColor() );
    EASValsSetEdgeColor( gc.getElementEdgeColor() );
    EASValsSetEdgeFlag(true);
    EASValsSetLayer(OOFEG_RAW_GEOMETRY_LAYER);
    EASValsSetFillStyle(FILL_SOLID);
    for ( int i = 0; i < 8; i++ ) {
        p [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
        p [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(2);
        p [ i ].z = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(3);
    }
 
    go =  CreateHexahedron(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | FILL_MASK | COLOR_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK | LAYER_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
 
    /*
     * FloatArray c(3);
     * c.at(1) = -1.0; c.at(2) = 0.0; c.at(3) = 0.0;
     * this->drawTriad (c,4);
     * c.at(1) = 1.0; c.at(2) = 0.0; c.at(3) = 0.0;
     * this->drawTriad (c,6);
     * c.at(1) = 0.0; c.at(2) = -1.0; c.at(3) = 0.0;
     * this->drawTriad (c,5);
     * c.at(1) = 0.0; c.at(2) =  1.0; c.at(3) = 0.0;
     * this->drawTriad (c,3);
     * c.at(1) = 0.0; c.at(2) = 0.0; c.at(3) = -1.0;
     * this->drawTriad (c,2);
     * c.at(1) = 0.0; c.at(2) = 0.0; c.at(3) =  1.0;
     * this->drawTriad (c,1);
     */
}
 
 
void LSpace :: drawTriad(FloatArray &coords, int isurf)
{
    FloatMatrix jm(3, 3);
    FloatArray gc(3);
    GraphicObj *go;
 
    WCRec p [ 2 ]; // point
    double coeff = 1.0;
    int i, succ;
    /*
     * // version I
     * this->interpolation.giveJacobianMatrixAt (jm, domain, nodeArray, coords);
     * // determine origin
     * this->interpolation.local2global (gc, domain, nodeArray, coords, 0.0);
     * // draw triad
     *
     */
 
    // version II
    // determine surface center
    //IntArray snodes(4);
    FloatArray h1(3), h2(3), nn(3), n(3);
    int j;
    const char *colors[] = {
        "red", "green", "blue"
    };
 
 
    IntArray snodes = this->interpolation.computeSurfaceMapping(dofManArray, isurf);
    for ( i = 1; i <= 4; i++ ) {
        gc.add( domain->giveNode( snodes.at(i) )->giveCoordinates() );
    }
 
    gc.times(1. / 4.);
    // determine "average normal"
    nn.zero();
    for ( i = 1; i <= 4; i++ ) {
        j = ( i ) % 4 + 1;
        h1 = domain->giveNode( snodes.at(i) )->giveCoordinates();
        h1.subtract(gc);
        h2 = domain->giveNode( snodes.at(j) )->giveCoordinates();
        h2.subtract(gc);
        n.beVectorProductOf(h1, h2);
        if ( n.dotProduct(n, 3) > 1.e-6 ) {
            n.normalize();
        }
 
        nn.add(n);
    }
 
    nn.times(1. / 4.);
    if ( nn.dotProduct(nn, 3) < 1.e-6 ) {
        return;
    }
 
    nn.normalize();
    for ( i = 1; i <= 3; i++ ) {
        jm.at(i, 3) = nn.at(i);
    }
 
    // determine lcs of surface
    // local x axis in xy plane
    double test = fabs(fabs( nn.at(3) ) - 1.0);
    if ( test < 1.e-5 ) {
        h1.at(1) = jm.at(1, 1) = 1.0;
        h1.at(2) = jm.at(2, 1) = 0.0;
    } else {
        h1.at(1) = jm.at(1, 1) = jm.at(2, 3);
        h1.at(2) = jm.at(2, 1) = -jm.at(1, 3);
    }
 
    h1.at(3) = jm.at(3, 1) = 0.0;
    // local y axis perpendicular to local x,z axes
    h2.beVectorProductOf(nn, h1);
    for ( i = 1; i <= 3; i++ ) {
        jm.at(i, 2) = h2.at(i);
    }
 
 
    p [ 0 ].x = gc.at(1);
    p [ 0 ].y = gc.at(2);
    p [ 0 ].z = gc.at(3);
    for ( i = 1; i <= 3; i++ ) {
        p [ 1 ].x = p [ 0 ].x + coeff *jm.at(1, i);
        p [ 1 ].y = p [ 0 ].y + coeff *jm.at(2, i);
        p [ 1 ].z = p [ 0 ].z + coeff *jm.at(3, i);
 
        EASValsSetColor( ColorGetPixelFromString(const_cast< char * >(colors [ i - 1 ]), & succ) );
 
        go = CreateLine3D(p);
        EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
        EMAddGraphicsToModel(ESIModel(), go);
    }
}
 
 
void LSpace :: drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType type)
{
    int i;
    WCRec p [ 8 ];
    GraphicObj *go;
    double defScale = gc.getDefScale();
 
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }
 
    EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getDeformedElementColor() );
    EASValsSetEdgeColor( gc.getElementEdgeColor() );
    EASValsSetEdgeFlag(true);
    EASValsSetLayer(OOFEG_DEFORMED_GEOMETRY_LAYER);
    EASValsSetFillStyle(FILL_SOLID);
    for ( i = 0; i < 8; i++ ) {
        p [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(1, tStep, defScale);
        p [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(2, tStep, defScale);
        p [ i ].z = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(3, tStep, defScale);
    }
 
    go =  CreateHexahedron(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | FILL_MASK | COLOR_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK | LAYER_MASK, go);
    EMAddGraphicsToModel(ESIModel(), go);
}
 
 
void LSpace :: drawScalar(oofegGraphicContext &gc, TimeStep *tStep)
{
    int i, indx, result = 0;
    WCRec p [ 8 ];
    GraphicObj *tr;
    FloatArray v [ 8 ];
    double s [ 8 ], defScale = 0.0;
 
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }
 
    if ( gc.giveIntVarMode() == ISM_recovered ) {
        for ( i = 1; i <= 8; i++ ) {
            result += this->giveInternalStateAtNode(v [ i - 1 ], gc.giveIntVarType(), gc.giveIntVarMode(), i, tStep);
        }
 
        if ( result != 8 ) {
            return;
        }
    } else if ( gc.giveIntVarMode() == ISM_local ) {
        return;
    }
 
    indx = gc.giveIntVarIndx();
 
    for ( i = 1; i <= 8; i++ ) {
        s [ i - 1 ] = v [ i - 1 ].at(indx);
    }
 
    EASValsSetEdgeColor( gc.getElementEdgeColor() );
    EASValsSetEdgeFlag(true);
    EASValsSetLayer(OOFEG_VARPLOT_PATTERN_LAYER);
    if ( gc.getScalarAlgo() == SA_ISO_SURF ) {
        for ( i = 0; i < 8; i++ ) {
            if ( gc.getInternalVarsDefGeoFlag() ) {
                // use deformed geometry
                defScale = gc.getDefScale();
                p [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(1, tStep, defScale);
                p [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(2, tStep, defScale);
                p [ i ].z = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(3, tStep, defScale);
            } else {
                p [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
                p [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(2);
                p [ i ].z = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(3);
            }
        }
 
        gc.updateFringeTableMinMax(s, 8);
        tr = CreateHexahedronWD(p, s);
        EGWithMaskChangeAttributes(LAYER_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK, tr);
        EMAddGraphicsToModel(ESIModel(), tr);
    }
}
 
void
LSpace :: drawSpecial(oofegGraphicContext &gc, TimeStep *tStep)
{
    int i, j, k;
    WCRec q [ 4 ];
    GraphicObj *tr;
    FloatArray crackStatuses, cf;
 
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }
 
    if ( gc.giveIntVarType() == IST_CrackState ) {
        int crackStatus;
        FloatArray gpc;
        double length;
        FloatArray crackDir;
 
        for ( GaussPoint *gp : *this->giveDefaultIntegrationRulePtr() ) {
            if ( this->giveIPValue(cf, gp, IST_CrackedFlag, tStep) == 0 ) {
                return;
            }
 
            if ( ( int ) cf.at(1) == 0 ) {
                return;
            }
 
            //
            // obtain gp global coordinates
            this->computeGlobalCoordinates( gpc, gp->giveNaturalCoordinates() );
            length = 0.3333 * cbrt( this->computeVolumeAround(gp) );
            if ( this->giveIPValue(crackDir, gp, IST_CrackDirs, tStep) ) {
                this->giveIPValue(crackStatuses, gp, IST_CrackStatuses, tStep);
 
 
                for ( i = 1; i <= 3; i++ ) {
                    crackStatus = ( int ) crackStatuses.at(i);
                    if ( ( crackStatus != pscm_NONE ) && ( crackStatus != pscm_CLOSED ) ) {
                        // draw a crack
                        // this element is 3d element
 
                        if ( i == 1 ) {
                            j = 2;
                            k = 3;
                        } else if ( i == 2 ) {
                            j = 3;
                            k = 1;
                        } else {
                            j = 1;
                            k = 2;
                        }
 
                        q [ 0 ].x = ( FPNum ) gpc.at(1) + 0.5 * crackDir.at(0 + j) * length + 0.5 * crackDir.at(0 + k) * length;
                        q [ 0 ].y = ( FPNum ) gpc.at(2) + 0.5 * crackDir.at(3 + j) * length + 0.5 * crackDir.at(3 + k) * length;
                        q [ 0 ].z = ( FPNum ) gpc.at(3) + 0.5 * crackDir.at(6 + j) * length + 0.5 * crackDir.at(6 + k) * length;
                        q [ 1 ].x = ( FPNum ) gpc.at(1) + 0.5 * crackDir.at(0 + j) * length - 0.5 * crackDir.at(0 + k) * length;
                        q [ 1 ].y = ( FPNum ) gpc.at(2) + 0.5 * crackDir.at(3 + j) * length - 0.5 * crackDir.at(3 + k) * length;
                        q [ 1 ].z = ( FPNum ) gpc.at(3) + 0.5 * crackDir.at(6 + j) * length - 0.5 * crackDir.at(6 + k) * length;
                        q [ 2 ].x = ( FPNum ) gpc.at(1) - 0.5 * crackDir.at(0 + j) * length - 0.5 * crackDir.at(0 + k) * length;
                        q [ 2 ].y = ( FPNum ) gpc.at(2) - 0.5 * crackDir.at(3 + j) * length - 0.5 * crackDir.at(3 + k) * length;
                        q [ 2 ].z = ( FPNum ) gpc.at(3) - 0.5 * crackDir.at(6 + j) * length - 0.5 * crackDir.at(6 + k) * length;
                        q [ 3 ].x = ( FPNum ) gpc.at(1) - 0.5 * crackDir.at(0 + j) * length + 0.5 * crackDir.at(0 + k) * length;
                        q [ 3 ].y = ( FPNum ) gpc.at(2) - 0.5 * crackDir.at(3 + j) * length + 0.5 * crackDir.at(3 + k) * length;
                        q [ 3 ].z = ( FPNum ) gpc.at(3) - 0.5 * crackDir.at(6 + j) * length + 0.5 * crackDir.at(6 + k) * length;
 
                        EASValsSetLayer(OOFEG_CRACK_PATTERN_LAYER);
                        EASValsSetLineWidth(OOFEG_CRACK_PATTERN_WIDTH);
                        if ( ( crackStatus == pscm_SOFTENING ) || ( crackStatus == pscm_OPEN ) ) {
                            EASValsSetColor( gc.getActiveCrackColor() );
                        } else {
                            EASValsSetColor( gc.getCrackPatternColor() );
                        }
 
                        //      EASValsSetFillStyle (FILL_HOLLOW);
                        tr = CreateQuad3D(q);
                        EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, tr);
                        EMAddGraphicsToModel(ESIModel(), tr);
                    }
                }
            }
        } // end loop over gp
    }
}
 
#endif
 
 
int
LSpace :: computeLoadLSToLRotationMatrix(FloatMatrix &answer, int isurf, GaussPoint *gp)
{
    // returns transformation matrix from
    // surface 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)
 
    // definition of local c.s on surface:
    // local z axis - perpendicular to surface, pointing outwards from element
    // local x axis - is in global xy plane (perpendicular to global z axis)
    // local y axis - completes the righ hand side cs.
 
    /*
     * OOFEM_ERROR("surface local coordinate system not supported");
     * return 1;
     */
    FloatArray gc(3);
    FloatArray h1(3), h2(3), nn(3), n(3);
 
    answer.resize(3, 3);
 
    const auto &snodes = this->interpolation.computeSurfaceMapping(dofManArray, isurf);
    for ( int i = 1; i <= 4; i++ ) {
        gc.add( domain->giveNode( snodes.at(i) )->giveCoordinates() );
    }
 
    gc.times(1. / 4.);
    // determine "average normal"
    for ( int i = 1; i <= 4; i++ ) {
        int j = ( i ) % 4 + 1;
        h1 = domain->giveNode( snodes.at(i) )->giveCoordinates();
        h1.subtract(gc);
        h1.normalize();
        h2 = domain->giveNode( snodes.at(j) )->giveCoordinates();
        h2.subtract(gc);
        h2.normalize();
        n.beVectorProductOf(h1, h2);
 
        nn.add(n);
    }
 
    nn.times(1. / 4.);
    if ( nn.computeSquaredNorm() < 1.e-6 ) {
        answer.zero();
        return 1;
    }
 
    nn.normalize();
    for ( int i = 1; i <= 3; i++ ) {
        answer.at(i, 3) = nn.at(i);
    }
 
    // determine lcs of surface
    // local x axis in xy plane
    double test = fabs(fabs( nn.at(3) ) - 1.0);
    if ( test < 1.e-5 ) {
        h1.at(1) = answer.at(1, 1) = 1.0;
        h1.at(2) = answer.at(2, 1) = 0.0;
    } else {
        h1.at(1) = answer.at(1, 1) = answer.at(2, 3);
        h1.at(2) = answer.at(2, 1) = -answer.at(1, 3);
    }
 
    h1.at(3) = answer.at(3, 1) = 0.0;
    // local y axis perpendicular to local x,z axes
    h2.beVectorProductOf(nn, h1);
    for ( int i = 1; i <= 3; i++ ) {
        answer.at(i, 2) = h2.at(i);
    }
 
    return 1;
}
} // end namespace oofem