interfaceelement1d.C

Go to the documentation of this file.

/*
 *
 *                 #####    #####   ######  ######  ###   ###
 *               ##   ##  ##   ##  ##      ##      ## ### ##
 *              ##   ##  ##   ##  ####    ####    ##  #  ##
 *             ##   ##  ##   ##  ##      ##      ##     ##
 *            ##   ##  ##   ##  ##      ##      ##     ##
 *            #####    #####   ##      ######  ##     ##
 *
 *
 *             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 "interfaceelement1d.h"
#include "domain.h"
#include "node.h"
#include "gaussintegrationrule.h"
#include "floatmatrix.h"
#include "floatarray.h"
#include "intarray.h"
#include "mathfem.h"
#include "feinterpol.h"
#include "../sm/CrossSections/structuralinterfacecrosssection.h"
#include "classfactory.h"

#ifdef __OOFEG
 #include "oofeggraphiccontext.h"

 #include <Emarkwd3d.h>
#endif

namespace oofem {
REGISTER_Element(InterfaceElem1d);

InterfaceElem1d :: InterfaceElem1d(int n, Domain *aDomain) :
    StructuralElement(n, aDomain)
{
    numberOfDofMans = 2;
    referenceNode = 0;
    normal.resize(3);
    normal.zero();
}


void
InterfaceElem1d :: setCoordMode()
{
    switch ( domain->giveNumberOfSpatialDimensions() ) {
    case 1:
        this->mode = ie1d_1d;
        break;
    case 2:
        this->mode = ie1d_2d;
        break;
    case 3:
        this->mode = ie1d_3d;
        break;
    default:
        OOFEM_ERROR("Unsupported domain type")
    }
}


void
InterfaceElem1d :: computeStressVector(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep)
{
    setCoordMode();
    switch ( mode ) {
    case ie1d_1d: static_cast< StructuralInterfaceCrossSection* >(this->giveCrossSection())->giveEngTraction_1d(answer, gp, strain, tStep); return;
    case ie1d_2d: static_cast< StructuralInterfaceCrossSection* >(this->giveCrossSection())->giveEngTraction_2d(answer, gp, strain, tStep); return;
    case ie1d_3d: static_cast< StructuralInterfaceCrossSection* >(this->giveCrossSection())->giveEngTraction_3d(answer, gp, strain, tStep); return;
    }
}


void
InterfaceElem1d :: computeConstitutiveMatrixAt(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)
{
    setCoordMode();
    switch ( mode ) {
    case ie1d_1d: static_cast< StructuralInterfaceCrossSection* >(this->giveCrossSection())->give1dStiffnessMatrix_Eng(answer, rMode, gp, tStep); return;
    case ie1d_2d: static_cast< StructuralInterfaceCrossSection* >(this->giveCrossSection())->give2dStiffnessMatrix_Eng(answer, rMode, gp, tStep); return;
    case ie1d_3d: static_cast< StructuralInterfaceCrossSection* >(this->giveCrossSection())->give3dStiffnessMatrix_Eng(answer, rMode, gp, tStep); return;
    }
}



MaterialMode
InterfaceElem1d :: giveMaterialMode()
{
    setCoordMode();
    switch ( mode ) {
    case ie1d_1d: return _1dInterface;

    case ie1d_2d: return _2dInterface;

    case ie1d_3d: return _3dInterface;

    default: OOFEM_ERROR("Unsupported coord mode");
    }
    return _1dInterface; // to make the compiler happy
}


void
InterfaceElem1d :: computeLumpedMassMatrix(FloatMatrix &answer, TimeStep *tStep)
// Returns the lumped mass matrix (which is zero matrix) of the receiver. This expression is
// valid in both local and global axes.
{
    int ndofs = this->computeNumberOfDofs();
    answer.resize(ndofs, ndofs);
    answer.zero();
}


void
InterfaceElem1d :: computeBmatrixAt(GaussPoint *gp, FloatMatrix &answer, int li, int ui)
//
// Returns linear part of geometrical equations of the receiver at gp.
// Returns the linear part of the B matrix
//
{
    setCoordMode();
    //double area = this->giveCrossSection()->give(CS_Area);
    double area = 1.;
    this->computeLocalSlipDir(normal);
    FloatMatrix bLoc, lcs;
    evaluateLocalCoordinateSystem(lcs);
    switch ( mode ) {
    case ie1d_1d:
        bLoc.resize(1, 2);
        bLoc.at(1, 1) = -1.0;
        bLoc.at(1, 2) = +1.0;
        break;
    case ie1d_2d:
        bLoc.resize(2, 4);
        bLoc.zero();
        bLoc.at(1, 1) = -1.0;
        bLoc.at(1, 3) = +1.0;
        bLoc.at(2, 2) = -1.0;
        bLoc.at(2, 4) = +1.0;
        break;
    case ie1d_3d:
        bLoc.resize(3, 6);
        bLoc.zero();
        bLoc.at(1, 1) = -1.0;
        bLoc.at(1, 4) = +1.0;
        bLoc.at(2, 2) = -1.0;
        bLoc.at(2, 5) = +1.0;
        bLoc.at(3, 3) = -1.0;
        bLoc.at(3, 6) = +1.0;
        break;
    default:
        OOFEM_ERROR("unsupported mode");
    }

    bLoc.times(area);
    answer.beProductOf(lcs, bLoc);
}


void
InterfaceElem1d :: evaluateLocalCoordinateSystem(FloatMatrix &lcs)
//
// Computes unit vectors of local coordinate system, stored by rows.
//
{
    setCoordMode();
    switch ( mode ) {
    case ie1d_1d:
        lcs.resize(1, 1);
        lcs.at(1, 1) = 1.;
        return;

    case ie1d_2d:
        lcs.resize(2, 2);
        lcs.at(1, 1) =  normal.at(1);
        lcs.at(1, 2) =  normal.at(2);
        lcs.at(2, 1) = -normal.at(2);
        lcs.at(2, 2) =  normal.at(1);
        return;

    case ie1d_3d:
    {
        FloatArray ly(3), lz(3);
        normal.normalize();
        ly.zero();
        if ( fabs( normal.at(1) ) > fabs( normal.at(2) ) ) {
            ly.at(2) = 1.;
        } else {
            ly.at(1) = 1.;
        }

        lz.beVectorProductOf(normal, ly);
        lz.normalize();
        ly.beVectorProductOf(lz, normal);
        ly.normalize();

        lcs.resize(3, 3);
        int i;
        for ( i = 1; i <= 3; i++ ) {
            lcs.at(1, i) = normal.at(i);
            lcs.at(2, i) = ly.at(i);
            lcs.at(3, i) = lz.at(i);
        }

        return;
    }

    default:
        OOFEM_ERROR("unsupported mode");
    }
}


void
InterfaceElem1d :: 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) );
        integrationRulesArray [ 0 ]->SetUpPointsOnLine(1, this->giveMaterialMode() );
    }
}


int
InterfaceElem1d :: computeGlobalCoordinates(FloatArray &answer, const FloatArray &lcoords)
{
    answer = *this->giveNode(1)->giveCoordinates();

    return 1;
}


bool
InterfaceElem1d :: computeLocalCoordinates(FloatArray &answer, const FloatArray &gcoords)
{
    OOFEM_ERROR("Not implemented");
    return false;
}

double
InterfaceElem1d :: computeVolumeAround(GaussPoint *gp)
// Returns the length of the receiver. This method is valid only if 1
// Gauss point is used.
{
    return 1.0; //MUST be set to 1.0
}


IRResultType
InterfaceElem1d :: initializeFrom(InputRecord *ir)
{
    IRResultType result;                // Required by IR_GIVE_FIELD macro

    result = StructuralElement :: initializeFrom(ir);
    if ( result != IRRT_OK ) {
        return result;
    }

    IR_GIVE_OPTIONAL_FIELD(ir, referenceNode, _IFT_InterfaceElem1d_refnode);
    IR_GIVE_OPTIONAL_FIELD(ir, normal, _IFT_InterfaceElem1d_normal);
    if ( referenceNode == 0 && normal.at(1) == 0 && normal.at(2) == 0 && normal.at(1) == 0 && normal.at(3) == 0 ) {
        OOFEM_ERROR("wrong reference node or normal specified");
    }
    if ( ir->hasField(_IFT_InterfaceElem1d_dofIDs) ) {
        IR_GIVE_FIELD(ir, dofids, _IFT_InterfaceElem1d_refnode);
    } else {
        switch ( domain->giveNumberOfSpatialDimensions() ) {
        case 1:
            this->dofids = IntArray{D_u};
            break;
        case 2:
            this->dofids = {D_u, D_v};
            break;
        case 3:
            this->dofids = {D_u, D_v, D_w};
            break;
        default:
            OOFEM_ERROR("Unsupported domain type")
        }
    }

    this->computeLocalSlipDir(normal); 
    return IRRT_OK;
}


int
InterfaceElem1d :: computeNumberOfDofs()
{
    setCoordMode();
    switch ( mode ) {
    case ie1d_1d:
        return 2;

    case ie1d_2d:
        return 4;

    case ie1d_3d:
        return 6;

    default:
        OOFEM_ERROR("unsupported mode");
    }

    return 0; // to suppress compiler warning
}


void
InterfaceElem1d :: giveDofManDofIDMask(int inode, IntArray &answer) const
{
    answer = this->dofids;
}


void
InterfaceElem1d :: computeLocalSlipDir(FloatArray &normal)
{
    normal.resizeWithValues(3);
    if ( this->referenceNode ) {
        // normal
        normal.at(1) = domain->giveNode(this->referenceNode)->giveCoordinate(1) - this->giveNode(1)->giveCoordinate(1);
        normal.at(2) = domain->giveNode(this->referenceNode)->giveCoordinate(2) - this->giveNode(1)->giveCoordinate(2);
        normal.at(3) = domain->giveNode(this->referenceNode)->giveCoordinate(3) - this->giveNode(1)->giveCoordinate(3);
    } else {
        if ( normal.at(1) == 0 && normal.at(2) == 0 && normal.at(3) == 0 ) {
            OOFEM_ERROR("normal is not defined (referenceNode=0,normal=(0,0,0))");
        }
    }

    normal.normalize();
}


#ifdef __OOFEG
void InterfaceElem1d :: drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep)
{
    GraphicObj *go;
    //  if (!go) { // create new one
    WCRec p [ 1 ]; /* poin */
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    EASValsSetColor( gc.getElementColor() );
    EASValsSetLayer(OOFEG_RAW_GEOMETRY_LAYER);
    EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getDeformedElementColor() );
    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) );

    EASValsSetMType(CIRCLE_MARKER);
    go = CreateMarker3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EMAddGraphicsToModel(ESIModel(), go);
}


void InterfaceElem1d :: drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType type)
{
    GraphicObj *go;
    //  if (!go) { // create new one
    WCRec p [ 1 ]; /* poin */
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    double defScale = gc.getDefScale();

    EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getDeformedElementColor() );
    EASValsSetLayer(OOFEG_DEFORMED_GEOMETRY_LAYER);
    p [ 0 ].x = ( FPNum ) 0.5 * ( this->giveNode(1)->giveUpdatedCoordinate(1, tStep, defScale) +
                                 this->giveNode(2)->giveUpdatedCoordinate(1, tStep, defScale) );
    p [ 0 ].y = ( FPNum ) 0.5 * ( this->giveNode(1)->giveUpdatedCoordinate(2, tStep, defScale) +
                                 this->giveNode(2)->giveUpdatedCoordinate(2, tStep, defScale) );
    p [ 0 ].z = ( FPNum ) 0.5 * ( this->giveNode(1)->giveUpdatedCoordinate(3, tStep, defScale) +
                                 this->giveNode(2)->giveUpdatedCoordinate(3, tStep, defScale) );

    EASValsSetMType(CIRCLE_MARKER);
    go = CreateMarker3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EMAddGraphicsToModel(ESIModel(), go);
}


void InterfaceElem1d :: drawScalar(oofegGraphicContext &gc, TimeStep *tStep)
{
    int indx, result = 0;
    FloatArray gcoord(3), v1;
    WCRec p [ 1 ];
    GraphicObj *go;
    double val [ 1 ];

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

    if ( gc.getInternalVarsDefGeoFlag() ) {
        double defScale = gc.getDefScale();
        p [ 0 ].x = ( FPNum ) 0.5 * ( this->giveNode(1)->giveUpdatedCoordinate(1, tStep, defScale) +
                                     this->giveNode(2)->giveUpdatedCoordinate(1, tStep, defScale) );
        p [ 0 ].y = ( FPNum ) 0.5 * ( this->giveNode(1)->giveUpdatedCoordinate(2, tStep, defScale) +
                                     this->giveNode(2)->giveUpdatedCoordinate(2, tStep, defScale) );
        p [ 0 ].z = ( FPNum ) 0.5 * ( this->giveNode(1)->giveUpdatedCoordinate(3, tStep,  defScale) +
                                     this->giveNode(2)->giveUpdatedCoordinate(3, tStep, defScale) );
    } else {
        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) );
    }

    //result += giveIPValue(v1, iRule->getIntegrationPoint(0), gc.giveIntVarType(), tStep);


    for ( GaussPoint *gp: *this->giveDefaultIntegrationRulePtr() ) {
        result = 0;
        result += giveIPValue(v1, gp, gc.giveIntVarType(), tStep);
        if ( result != 1 ) {
            continue;
        }

        indx = gc.giveIntVarIndx();

        val [ 0 ] = v1.at(indx);
        gc.updateFringeTableMinMax(val, 1);

        EASValsSetLayer(OOFEG_VARPLOT_PATTERN_LAYER);
        EASValsSetMType(FILLED_CIRCLE_MARKER);
        go = CreateMarkerWD3D(p, val [ 0 ]);
        EGWithMaskChangeAttributes(LAYER_MASK | FILL_MASK | MTYPE_MASK, go);
        EMAddGraphicsToModel(ESIModel(), go);
        //}
    }
}

#endif
} // end namespace oofem