ltrspace.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/ltrspace.h"
#include "sm/CrossSections/structuralcrosssection.h"
#include "node.h"
#include "material.h"
#include "gausspoint.h"
#include "gaussintegrationrule.h"
#include "floatmatrix.h"
#include "floatarray.h"
#include "intarray.h"
#include "mathfem.h"
#include "fei3dtetlin.h"
#include "classfactory.h"
 
#ifdef __OOFEG
 #include "oofeggraphiccontext.h"
 #include "oofegutils.h"
 #include "sm/Materials/rcm2.h"
 
 #include <Etetrawd.h>
#endif
 
namespace oofem {
REGISTER_Element(LTRSpace);
 
FEI3dTetLin LTRSpace :: interpolation;
 
LTRSpace :: LTRSpace(int n, Domain *aDomain) :
    Structural3DElement(n, aDomain), ZZNodalRecoveryModelInterface(this), NodalAveragingRecoveryModelInterface(),
    SPRNodalRecoveryModelInterface(), SpatialLocalizerInterface(this),
    ZZErrorEstimatorInterface(this),
    HuertaErrorEstimatorInterface()
 
{
    numberOfDofMans  = 4;
    numberOfGaussPoints = 1;
}
 
 
Interface *
LTRSpace :: giveInterface(InterfaceType interface)
{
    if ( interface == ZZNodalRecoveryModelInterfaceType ) {
        return static_cast< ZZNodalRecoveryModelInterface * >(this);
    } else if ( interface == NodalAveragingRecoveryModelInterfaceType ) {
        return static_cast< NodalAveragingRecoveryModelInterface * >(this);
    } else if ( interface == SPRNodalRecoveryModelInterfaceType ) {
        return static_cast< SPRNodalRecoveryModelInterface * >(this);
    } else if ( interface == SpatialLocalizerInterfaceType ) {
        return static_cast< SpatialLocalizerInterface * >(this);
    } else if ( interface == ZZErrorEstimatorInterfaceType ) {
        return static_cast< ZZErrorEstimatorInterface * >(this);
    } else if ( interface == HuertaErrorEstimatorInterfaceType ) {
        return static_cast< HuertaErrorEstimatorInterface * >(this);
    }
 
    return NULL;
}
 
 
FEInterpolation *
LTRSpace :: giveInterpolation() const
{
    return & interpolation;
}
 
 
 
void
LTRSpace :: computeLumpedMassMatrix(FloatMatrix &answer, TimeStep *tStep)
// Returns the lumped mass matrix of the receiver.
{
    GaussPoint *gp;
    double dV, mss1;
 
    answer.resize(12, 12);
    answer.zero();
    gp = integrationRulesArray [ 0 ]->getIntegrationPoint(0);
 
    dV = this->computeVolumeAround(gp);
    double density = this->giveStructuralCrossSection()->give('d', gp);
    mss1 = dV * density / 4.;
 
    for ( int i = 1; i <= 12; i++ ) {
        answer.at(i, i) = mss1;
    }
}
 
 
void
LTRSpace :: NodalAveragingRecoveryMI_computeNodalValue(FloatArray &answer, int node,
                                                       InternalStateType type, TimeStep *tStep)
{
    GaussPoint *gp;
 
    if ( numberOfGaussPoints != 1 ) {
        answer.clear(); // for more gp's need to be refined
        return;
    }
 
    gp = integrationRulesArray [ 0 ]->getIntegrationPoint(0);
    giveIPValue(answer, gp, type, tStep);
}
 
 
void
LTRSpace :: SPRNodalRecoveryMI_giveSPRAssemblyPoints(IntArray &pap)
{
    pap.resize(4);
    pap.at(1) = this->giveNode(1)->giveNumber();
    pap.at(2) = this->giveNode(2)->giveNumber();
    pap.at(3) = this->giveNode(3)->giveNumber();
    pap.at(4) = this->giveNode(4)->giveNumber();
}
 
 
void
LTRSpace :: SPRNodalRecoveryMI_giveDofMansDeterminedByPatch(IntArray &answer, int pap)
{
    int found = 0;
    answer.resize(1);
 
    for ( int i = 1; i <= 4; i++ ) {
        if ( this->giveNode(i)->giveNumber() == pap ) {
            found = 1;
        }
    }
 
    if ( found ) {
        answer.at(1) = pap;
    } else {
        OOFEM_ERROR("node unknown");
    }
}
 
 
int
LTRSpace :: SPRNodalRecoveryMI_giveNumberOfIP()
{ return this->giveDefaultIntegrationRulePtr()->giveNumberOfIntegrationPoints(); }
 
 
SPRPatchType
LTRSpace :: SPRNodalRecoveryMI_givePatchType()
{
    return SPRPatchType_3dBiLin;
}
 
 
void
LTRSpace :: 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 = 4, sides = 6, faces = 4;
 
    static int sideNode [ 6 ] [ 2 ] = { { 1, 2 }, { 2, 3 }, { 3, 1 }, { 1, 4 }, { 2, 4 }, { 3, 4 } };
    static int faceNode [ 4 ] [ 3 ] = { { 1, 2, 3 }, { 1, 2, 4 }, { 2, 3, 4 }, { 3, 1, 4 } };
 
    /* ordering of 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) */
 
    int hexaSideNode [ 4 ] [ 3 ] = { { 1, 3, 4 }, { 2, 1, 5 }, { 3, 2, 6 }, { 4, 6, 5 } };
    int hexaFaceNode [ 4 ] [ 3 ] = { { 1, 2, 4 }, { 1, 3, 2 }, { 1, 4, 3 }, { 4, 2, 3 } };
 
    FloatArray corner [ 4 ], midSide [ 6 ], midFace [ 4 ], 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 < 3; 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 / 3;
            midFace [ iface ].at(2) = y / 3;
            midFace [ iface ].at(3) = z / 3;
        }
    }
 
    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 LTRSpace :: HuertaErrorEstimatorI_computeNmatrixAt(GaussPoint *gp, FloatMatrix &answer)
{
    computeNmatrixAt(gp->giveSubPatchCoordinates(), answer);
}
 
#ifdef __OOFEG
 #define TR_LENGHT_REDUCT 0.3333
 
void LTRSpace :: drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep)
{
    WCRec p [ 4 ];
    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);
#ifdef __MPI_PARALLEL_MODE
    if (this->giveParallelMode() == Element_remote) {
      EASValsSetColor( gc.getRemoteElementColor() );
      EASValsSetEdgeColor( gc.getRemoteElementEdgeColor() );
    }
#endif
    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);
    p [ 2 ].x = ( FPNum ) this->giveNode(3)->giveCoordinate(1);
    p [ 2 ].y = ( FPNum ) this->giveNode(3)->giveCoordinate(2);
    p [ 2 ].z = ( FPNum ) this->giveNode(3)->giveCoordinate(3);
    p [ 3 ].x = ( FPNum ) this->giveNode(4)->giveCoordinate(1);
    p [ 3 ].y = ( FPNum ) this->giveNode(4)->giveCoordinate(2);
    p [ 3 ].z = ( FPNum ) this->giveNode(4)->giveCoordinate(3);
 
    go =  CreateTetra(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | FILL_MASK | COLOR_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK | LAYER_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
}
 
 
void LTRSpace :: drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType type)
{
    WCRec p [ 4 ];
    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);
    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);
    p [ 2 ].x = ( FPNum ) this->giveNode(3)->giveUpdatedCoordinate(1, tStep, defScale);
    p [ 2 ].y = ( FPNum ) this->giveNode(3)->giveUpdatedCoordinate(2, tStep, defScale);
    p [ 2 ].z = ( FPNum ) this->giveNode(3)->giveUpdatedCoordinate(3, tStep, defScale);
    p [ 3 ].x = ( FPNum ) this->giveNode(4)->giveUpdatedCoordinate(1, tStep, defScale);
    p [ 3 ].y = ( FPNum ) this->giveNode(4)->giveUpdatedCoordinate(2, tStep, defScale);
    p [ 3 ].z = ( FPNum ) this->giveNode(4)->giveUpdatedCoordinate(3, tStep, defScale);
 
    go =  CreateTetra(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | FILL_MASK | COLOR_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK | LAYER_MASK, go);
    EMAddGraphicsToModel(ESIModel(), go);
}
 
 
void LTRSpace :: drawScalar(oofegGraphicContext &gc, TimeStep *tStep)
{
    int i, indx, result = 0;
    WCRec p [ 4 ];
    GraphicObj *tr;
    FloatArray v [ 4 ];
    double s [ 4 ], defScale = 0.0;
 
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }
 
    if ( gc.giveIntVarMode() == ISM_recovered ) {
        for ( i = 1; i <= 4; i++ ) {
            result += this->giveInternalStateAtNode(v [ i - 1 ], gc.giveIntVarType(), gc.giveIntVarMode(), i, tStep);
        }
 
        if ( result != 4 ) {
            return;
        }
    } else if ( gc.giveIntVarMode() == ISM_local ) {
      if ( integrationRulesArray [ 0 ]->giveNumberOfIntegrationPoints() != 1 ) return;
      GaussPoint *gp = this->giveDefaultIntegrationRulePtr()->getIntegrationPoint(0);
      if ( giveIPValue(v [ 0 ], gp, gc.giveIntVarType(), tStep) == 0 ) {
        return;
      }
      v[1]=v[0];
      v[2]=v[0];
      v[3]=v[0];
    }
 
    indx = gc.giveIntVarIndx();
 
    for ( i = 1; i <= 4; 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 < 4; i++ ) {
            if ( gc.getInternalVarsDefGeoFlag() ) {
                // use deformed geometry
                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, 4);
        tr = CreateTetraWD(p, s);
        EGWithMaskChangeAttributes(LAYER_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK, tr);
        EMAddGraphicsToModel(ESIModel(), tr);
    }
}
 
void
LTRSpace :: drawSpecial(oofegGraphicContext &gc, TimeStep *tStep)
{
    int i, j, k;
    WCRec q [ 4 ];
    GraphicObj *tr;
    double defScale = gc.getDefScale();
    FloatArray crackStatuses, cf;
 
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }
 
    if ( gc.giveIntVarType() == IST_CrackState ) {
        int crackStatus;
        double xc, yc, zc, length;
        FloatArray crackDir;
 
        if ( numberOfGaussPoints != 1 ) {
            return;
        }
 
        //   for (GaussPoint *gp: *integrationRulesArray [ 0 ] ) {
        {
            GaussPoint *gp = integrationRulesArray [ 0 ]->getIntegrationPoint(0);
            if ( this->giveIPValue(cf, gp, IST_CrackedFlag, tStep) == 0 ) {
                return;
            }
 
            if ( ( int ) cf.at(1) == 0 ) {
                return;
            }
 
            //
            // obtain gp global coordinates - here only one exists
            // it is in centre of gravity.
            xc = yc = zc = 0.;
            for ( i = 0; i < 4; i++ ) {
                if ( gc.getInternalVarsDefGeoFlag() ) {
                    // use deformed geometry
                    xc += ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(1, tStep, defScale);
                    yc += ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(2, tStep, defScale);
                    zc += ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(3, tStep, defScale);
                } else {
                    xc += ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
                    yc += ( FPNum ) this->giveNode(i + 1)->giveCoordinate(2);
                    zc += ( FPNum ) this->giveNode(i + 1)->giveCoordinate(3);
                }
            }
 
            xc = xc / 4.;
            yc = yc / 4.;
            zc = zc / 4.;
            length = TR_LENGHT_REDUCT * pow(this->computeVolumeAround(gp), 1. / 3.) / 2.0;
            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 ) xc + 0.5 * crackDir.at(0 + j) * length + 0.5 * crackDir.at(0 + k) * length;
                        q [ 0 ].y = ( FPNum ) yc + 0.5 * crackDir.at(3 + j) * length + 0.5 * crackDir.at(3 + k) * length;
                        q [ 0 ].z = ( FPNum ) zc + 0.5 * crackDir.at(6 + j) * length + 0.5 * crackDir.at(6 + k) * length;
                        q [ 1 ].x = ( FPNum ) xc + 0.5 * crackDir.at(0 + j) * length - 0.5 * crackDir.at(0 + k) * length;
                        q [ 1 ].y = ( FPNum ) yc + 0.5 * crackDir.at(3 + j) * length - 0.5 * crackDir.at(3 + k) * length;
                        q [ 1 ].z = ( FPNum ) zc + 0.5 * crackDir.at(6 + j) * length - 0.5 * crackDir.at(6 + k) * length;
                        q [ 2 ].x = ( FPNum ) xc - 0.5 * crackDir.at(0 + j) * length - 0.5 * crackDir.at(0 + k) * length;
                        q [ 2 ].y = ( FPNum ) yc - 0.5 * crackDir.at(3 + j) * length - 0.5 * crackDir.at(3 + k) * length;
                        q [ 2 ].z = ( FPNum ) zc - 0.5 * crackDir.at(6 + j) * length - 0.5 * crackDir.at(6 + k) * length;
                        q [ 3 ].x = ( FPNum ) xc - 0.5 * crackDir.at(0 + j) * length + 0.5 * crackDir.at(0 + k) * length;
                        q [ 3 ].y = ( FPNum ) yc - 0.5 * crackDir.at(3 + j) * length + 0.5 * crackDir.at(3 + k) * length;
                        q [ 3 ].z = ( FPNum ) zc - 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);
                    }
                }
            }
        }
    }
}
 
#endif
 
} // end namespace oofem