Beispiel #1
0
void CohesiveSurface3d :: drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType type)
{
    GraphicObj *go1, *go2;

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

    double defScale = gc.getDefScale();
    WCRec p [ 2 ];
    EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getDeformedElementColor() );
    EASValsSetLayer(OOFEG_DEFORMED_GEOMETRY_LAYER);

    //  get the displaced particle coordinates
    Particle *nodeA = ( Particle * ) giveNode(1);
    Particle *nodeB = ( Particle * ) giveNode(2);
    p [ 0 ].x = nodeA->giveUpdatedCoordinate(1, tStep, defScale);
    p [ 0 ].y = nodeA->giveUpdatedCoordinate(2, tStep, defScale);
    p [ 0 ].z = nodeA->giveUpdatedCoordinate(3, tStep, defScale);

    p [ 1 ].x = nodeB->giveUpdatedCoordinate(1, tStep, defScale);
    p [ 1 ].y = nodeB->giveUpdatedCoordinate(2, tStep, defScale);
    p [ 1 ].z = nodeB->giveUpdatedCoordinate(3, tStep, defScale);

    // plot the displaced particles
    EASValsSetMType(FILLED_CIRCLE_MARKER);
    EASValsSetColor( gc.getNodeColor() );
    EASValsSetMSize(6);

    // plot the first particle
    go1 = CreateMarker3D(p);
    EGWithMaskChangeAttributes(COLOR_MASK | LAYER_MASK | MTYPE_MASK | MSIZE_MASK, go1);
    EMAddGraphicsToModel(ESIModel(), go1);

    // take into account periodic conditions
    if ( giveNumberOfNodes() == 3 ) {
        Node *nodeC = ( Particle * ) giveNode(3);
        p [ 1 ].x += kxa + kxa * defScale * ( nodeC->giveDofWithID(D_u)->giveUnknown(VM_Total, tStep) ) + kyb * defScale * ( nodeC->giveDofWithID(R_u)->giveUnknown(VM_Total, tStep) );
        p [ 1 ].y += kyb + kyb * defScale * ( nodeC->giveDofWithID(D_v)->giveUnknown(VM_Total, tStep) ) + kzc * defScale * ( nodeC->giveDofWithID(R_v)->giveUnknown(VM_Total, tStep) );
        p [ 1 ].z += kzc + kzc * defScale * ( nodeC->giveDofWithID(D_w)->giveUnknown(VM_Total, tStep) ) + kxa * defScale * ( nodeC->giveDofWithID(R_w)->giveUnknown(VM_Total, tStep) );
        EASValsSetMType(CIRCLE_MARKER);
    }

    // plot the second particle
    go2 = CreateMarker3D(p + 1);
    EGWithMaskChangeAttributes(COLOR_MASK | LAYER_MASK | MTYPE_MASK | MSIZE_MASK, go2);
    EMAddGraphicsToModel(ESIModel(), go2);
}
void Brick1_ht :: drawRawGeometry(oofegGraphicContext &gc)
{
    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);
}
Beispiel #3
0
void
TR_SHELL02 :: drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType type)
{
    WCRec p [ 3 ];
    GraphicObj *go;
    double defScale = gc.getDefScale();

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

    if ( this->giveMaterial()->isActivated(tStep) ) {
        EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
        EASValsSetColor( gc.getDeformedElementColor() );
        EASValsSetEdgeColor( gc.getElementEdgeColor() );
        EASValsSetEdgeFlag(true);
        EASValsSetFillStyle(FILL_SOLID);
        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);
        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);

        go =  CreateTriangle3D(p);
        EGWithMaskChangeAttributes(WIDTH_MASK | FILL_MASK | COLOR_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK | LAYER_MASK, go);
        EMAddGraphicsToModel(ESIModel(), go);
    }
}
Beispiel #4
0
void QTrPlaneStrain :: drawDeformedGeometry(oofegGraphicContext &gc, UnknownType type)
{
    WCRec p [ 3 ];
    GraphicObj *go;
    TimeStep *tStep = domain->giveEngngModel()->giveCurrentStep();
    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);
    p [ 0 ].x = ( FPNum ) this->giveNode(1)->giveUpdatedCoordinate(1, tStep, EID_MomentumBalance, defScale);
    p [ 0 ].y = ( FPNum ) this->giveNode(1)->giveUpdatedCoordinate(2, tStep, EID_MomentumBalance, defScale);
    p [ 0 ].z = 0.;
    p [ 1 ].x = ( FPNum ) this->giveNode(2)->giveUpdatedCoordinate(1, tStep, EID_MomentumBalance, defScale);
    p [ 1 ].y = ( FPNum ) this->giveNode(2)->giveUpdatedCoordinate(2, tStep, EID_MomentumBalance, defScale);
    p [ 1 ].z = 0.;
    p [ 2 ].x = ( FPNum ) this->giveNode(3)->giveUpdatedCoordinate(1, tStep, EID_MomentumBalance, defScale);
    p [ 2 ].y = ( FPNum ) this->giveNode(3)->giveUpdatedCoordinate(2, tStep, EID_MomentumBalance, defScale);
    p [ 2 ].z = 0.;

    go =  CreateTriangle3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK | LAYER_MASK, go);
    EMAddGraphicsToModel(ESIModel(), go);
}
Beispiel #5
0
void LIBeam3dNL :: drawDeformedGeometry(oofegGraphicContext &gc, UnknownType type)
{
    GraphicObj *go;

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

    TimeStep *tStep = domain->giveEngngModel()->giveCurrentStep();
    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, EID_MomentumBalance, defScale);
    p [ 0 ].y = ( FPNum ) this->giveNode(1)->giveUpdatedCoordinate(2, tStep, EID_MomentumBalance, defScale);
    p [ 0 ].z = ( FPNum ) this->giveNode(1)->giveUpdatedCoordinate(3, tStep, EID_MomentumBalance, defScale);

    p [ 1 ].x = ( FPNum ) this->giveNode(2)->giveUpdatedCoordinate(1, tStep, EID_MomentumBalance, defScale);
    p [ 1 ].y = ( FPNum ) this->giveNode(2)->giveUpdatedCoordinate(2, tStep, EID_MomentumBalance, defScale);
    p [ 1 ].z = ( FPNum ) this->giveNode(2)->giveUpdatedCoordinate(3, tStep, EID_MomentumBalance, defScale);
    go = CreateLine3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EMAddGraphicsToModel(ESIModel(), go);
}
Beispiel #6
0
void
Lattice2d :: drawRawCrossSections(oofegGraphicContext &gc, TimeStep *tStep)
{
    GraphicObj *go;

    //  if (!go) { // create new one
    WCRec p [ 2 ]; /* poin */
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    EASValsSetLineWidth(OOFEG_RAW_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getCrossSectionColor() );
    EASValsSetLayer(OOFEG_RAW_CROSSSECTION_LAYER);

    FloatArray coords;
    this->giveCrossSectionCoordinates(coords);

    p [ 0 ].x = ( FPNum ) coords.at(1);
    p [ 0 ].y = ( FPNum ) coords.at(2);
    p [ 0 ].z = ( FPNum ) coords.at(3);
    p [ 1 ].x = ( FPNum ) coords.at(4);
    p [ 1 ].y = ( FPNum ) coords.at(5);
    p [ 1 ].z = ( FPNum ) coords.at(6);

    go = CreateLine3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
}
Beispiel #7
0
void InterfaceElem2dQuad :: drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep)
{
    GraphicObj *go;
    //  if (!go) { // create new one
    WCRec p [ 2 ]; /* poin */
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    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 = 0.0;
    p [ 1 ].x = ( FPNum ) this->giveNode(3)->giveCoordinate(1);
    p [ 1 ].y = ( FPNum ) this->giveNode(3)->giveCoordinate(2);
    p [ 1 ].z = 0.0;
    go = CreateLine3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
    p [ 0 ].x = ( FPNum ) this->giveNode(3)->giveCoordinate(1);
    p [ 0 ].y = ( FPNum ) this->giveNode(3)->giveCoordinate(2);
    p [ 0 ].z = 0.0;
    p [ 1 ].x = ( FPNum ) this->giveNode(2)->giveCoordinate(1);
    p [ 1 ].y = ( FPNum ) this->giveNode(2)->giveCoordinate(2);
    p [ 1 ].z = 0.0;
    go = CreateLine3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
}
Beispiel #8
0
void InterfaceElem2dQuad :: drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType type)
{
    GraphicObj *go;
    //  if (!go) { // create new one
    WCRec p [ 2 ]; /* poin */
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    double defScale = gc.getDefScale();

    EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getDeformedElementColor() );
    EASValsSetLayer(OOFEG_DEFORMED_GEOMETRY_LAYER + 1);
    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 = 0.0;
    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 = 0.0;
    go = CreateLine3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EMAddGraphicsToModel(ESIModel(), go);

    p [ 0 ].x = ( FPNum ) this->giveNode(4)->giveUpdatedCoordinate(1, tStep, defScale);
    p [ 0 ].y = ( FPNum ) this->giveNode(4)->giveUpdatedCoordinate(2, tStep, defScale);
    p [ 0 ].z = 0.0;
    p [ 1 ].x = ( FPNum ) this->giveNode(5)->giveUpdatedCoordinate(1, tStep, defScale);
    p [ 1 ].y = ( FPNum ) this->giveNode(5)->giveUpdatedCoordinate(2, tStep, defScale);
    p [ 1 ].z = 0.0;
    go = CreateLine3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EMAddGraphicsToModel(ESIModel(), go);
}
Beispiel #9
0
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);
}
Beispiel #10
0
void QTrPlaneStrain :: drawRawGeometry(oofegGraphicContext &gc)
{
    WCRec p [ 3 ];
    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);
    p [ 0 ].x = ( FPNum ) this->giveNode(1)->giveCoordinate(1);
    p [ 0 ].y = ( FPNum ) this->giveNode(1)->giveCoordinate(2);
    p [ 0 ].z = 0.;
    p [ 1 ].x = ( FPNum ) this->giveNode(2)->giveCoordinate(1);
    p [ 1 ].y = ( FPNum ) this->giveNode(2)->giveCoordinate(2);
    p [ 1 ].z = 0.;
    p [ 2 ].x = ( FPNum ) this->giveNode(3)->giveCoordinate(1);
    p [ 2 ].y = ( FPNum ) this->giveNode(3)->giveCoordinate(2);
    p [ 2 ].z = 0.;

    go =  CreateTriangle3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK | LAYER_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
}
Beispiel #11
0
void
TR_SHELL02 :: drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep)
{
    WCRec p [ 3 ];
    GraphicObj *go;

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

    if ( this->giveMaterial()->isActivated(tStep) ) {
        EASValsSetLineWidth(OOFEG_RAW_GEOMETRY_WIDTH);
        EASValsSetColor( gc.getElementColor() );
        EASValsSetEdgeColor( gc.getElementEdgeColor() );
        EASValsSetEdgeFlag(true);
        EASValsSetFillStyle(FILL_SOLID);
        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);
        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);

        go =  CreateTriangle3D(p);
        EGWithMaskChangeAttributes(WIDTH_MASK | FILL_MASK | COLOR_MASK | EDGE_COLOR_MASK | EDGE_FLAG_MASK | LAYER_MASK, go);
        EGAttachObject(go, ( EObjectP ) this);
        EMAddGraphicsToModel(ESIModel(), go);
    }
}
Beispiel #12
0
void
Lattice2d :: drawSpecial(oofegGraphicContext &gc, TimeStep *tStep)
{
    WCRec p [ 2 ];
    GraphicObj *tr;
    GaussPoint *gp;
    FloatArray crackStatuses, cf;

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

    if ( gc.giveIntVarType() == IST_CrackState ) {
        gp = integrationRulesArray [ 0 ]->getIntegrationPoint(0);
        this->giveIPValue(crackStatuses, gp, IST_CrackStatuses, tStep);
        if ( crackStatuses(0) == 1. || crackStatuses(0) == 2. || crackStatuses(0) == 3 || crackStatuses(0) == 4 ) {
	  FloatArray coords;
	  this->giveCrossSectionCoordinates(coords);

	    p [ 0 ].x = ( FPNum ) coords.at(1);
	    p [ 0 ].y = ( FPNum ) coords.at(2);
	    p [ 0 ].z = ( FPNum ) coords.at(3);
	    p [ 1 ].x = ( FPNum ) coords.at(4);
	    p [ 1 ].y = ( FPNum ) coords.at(5);
	    p [ 1 ].z = ( FPNum ) coords.at(6);


            EASValsSetLayer(OOFEG_CRACK_PATTERN_LAYER);
            EASValsSetLineWidth(OOFEG_CRACK_PATTERN_WIDTH);
            if ( ( crackStatuses(0) == 1. ) ) {
                EASValsSetColor( gc.getActiveCrackColor() );
            } else if ( crackStatuses(0) == 2. ) {
                EASValsSetColor( gc.getCrackPatternColor() );
            } else if ( crackStatuses(0) == 3. ) {
                EASValsSetColor( gc.getActiveCrackColor() );
            } else if ( crackStatuses(0) == 4. ) {
                EASValsSetColor( gc.getActiveCrackColor() );
            }


            tr = CreateLine3D(p);
            EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, tr);
	    EGAttachObject(tr, ( EObjectP ) this);
            EMAddGraphicsToModel(ESIModel(), tr);
        }
    }
}
Beispiel #13
0
void IntElPoint :: 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);
}
Beispiel #14
0
void Truss2d :: drawRawGeometry(oofegGraphicContext &gc)
{
    int c1, c2;
    resolveCoordIndices(c1, c2);

    GraphicObj *go;
    //  if (!go) { // create new one
    WCRec p [ 2 ]; /* point */
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    EASValsSetLineWidth(OOFEG_RAW_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getElementColor() );
    EASValsSetLayer(OOFEG_RAW_GEOMETRY_LAYER);
    if ( cs_mode == 0 ) {
        p [ 0 ].x = ( FPNum ) this->giveNode(1)->giveCoordinate(c1);
        p [ 0 ].y = 0.;
        p [ 0 ].z = ( FPNum ) this->giveNode(1)->giveCoordinate(c2);
        p [ 1 ].x = ( FPNum ) this->giveNode(2)->giveCoordinate(c1);
        p [ 1 ].y = 0.;
        p [ 1 ].z = ( FPNum ) this->giveNode(2)->giveCoordinate(c2);
    } else if ( cs_mode == 1 ) {
        p [ 0 ].x = ( FPNum ) this->giveNode(1)->giveCoordinate(c1);
        p [ 0 ].y = ( FPNum ) this->giveNode(1)->giveCoordinate(c2);
        p [ 0 ].z = 0.;
        p [ 1 ].x = ( FPNum ) this->giveNode(2)->giveCoordinate(c1);
        p [ 1 ].y = ( FPNum ) this->giveNode(2)->giveCoordinate(c2);
        p [ 1 ].z = 0.;
    } else if ( cs_mode == 2 ) {
        p [ 0 ].x = 0.;
        p [ 0 ].y = ( FPNum ) this->giveNode(1)->giveCoordinate(c1);
        p [ 0 ].z = ( FPNum ) this->giveNode(1)->giveCoordinate(c2);
        p [ 1 ].x = 0.;
        p [ 1 ].y = ( FPNum ) this->giveNode(2)->giveCoordinate(c1);
        p [ 1 ].z = ( FPNum ) this->giveNode(2)->giveCoordinate(c2);
    }

    go = CreateLine3D(p);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
}
Beispiel #15
0
void CohesiveSurface3d :: drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep)
{
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    //WCRec p[4];
    GraphicObj *go;

    Particle *nodeA = ( Particle * ) this->giveNode(1);
    Particle *nodeB = ( Particle * ) this->giveNode(2);
    //double rA = nodeA -> giveRadius();
    //double rB = nodeB -> giveRadius();
    //double r = (rA+rB)/4.;

    EASValsSetLineWidth(OOFEG_RAW_GEOMETRY_WIDTH);
    EASValsSetColor( gc.getElementColor() );
    EASValsSetEdgeColor( gc.getElementEdgeColor() );
    EASValsSetEdgeFlag(true);
    EASValsSetLayer(OOFEG_RAW_GEOMETRY_LAYER);

    WCRec pl [ 2 ];
    // determine coordinates of the particles connected by this element
    pl [ 0 ].x = ( FPNum ) nodeA->giveCoordinate(1);
    pl [ 0 ].y = ( FPNum ) nodeA->giveCoordinate(2);
    pl [ 0 ].z = ( FPNum ) nodeA->giveCoordinate(3);
    pl [ 1 ].x = ( FPNum ) nodeB->giveCoordinate(1);
    pl [ 1 ].y = ( FPNum ) nodeB->giveCoordinate(2);
    pl [ 1 ].z = ( FPNum ) nodeB->giveCoordinate(3);
    if ( giveNumberOfNodes() == 3 ) {
        // the second particle should be shifted (periodic arrangement)
        Particle *nodeC = ( Particle * ) this->giveNode(3);
        pl [ 1 ].x += kx * ( nodeC->giveCoordinate(1) );
        pl [ 1 ].y += ky * ( nodeC->giveCoordinate(2) );
        pl [ 1 ].z += kz * ( nodeC->giveCoordinate(3) );
    }

    //  plot a line segment connecting the particles
    go = CreateLine3D(pl);
    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
}
void LumpedMassElement :: drawRawGeometry(oofegGraphicContext &gc)
{
    GraphicObj *go;
    WCRec p [ 1 ]; /* point */
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    EASValsSetColor( gc.getElementColor() );
    EASValsSetLayer(OOFEG_RAW_GEOMETRY_LAYER);
    EASValsSetMType(SQUARE_MARKER);
    EASValsSetMSize(8);
    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);
    go = CreateMarker3D(p);
    EGWithMaskChangeAttributes(COLOR_MASK | LAYER_MASK | MTYPE_MASK | MSIZE_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
}
Beispiel #17
0
void LumpedMassElement :: drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType type)
{
    GraphicObj *go;
    double defScale = gc.getDefScale();
    WCRec p [ 1 ]; /* point */
    if ( !gc.testElementGraphicActivity(this) ) {
        return;
    }

    EASValsSetColor( gc.getDeformedElementColor() );
    EASValsSetLayer(OOFEG_DEFORMED_GEOMETRY_LAYER);
    EASValsSetMType(SQUARE_MARKER);
    EASValsSetMSize(8);
    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);
    go = CreateMarker3D(p);
    EGWithMaskChangeAttributes(COLOR_MASK | LAYER_MASK | MTYPE_MASK | MSIZE_MASK, go);
    EGAttachObject(go, ( EObjectP ) this);
    EMAddGraphicsToModel(ESIModel(), go);
}
Beispiel #18
0
void Truss1d :: drawScalar(oofegGraphicContext &gc, TimeStep *tStep)
{
    int i, indx, result = 0;
    WCRec p [ 2 ];
    GraphicObj *tr;
    FloatArray v1, v2;
    double s [ 2 ], defScale;

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

    if ( gc.giveIntVarMode() == ISM_recovered ) {
        result += this->giveInternalStateAtNode(v1, gc.giveIntVarType(), gc.giveIntVarMode(), 1, tStep);
        result += this->giveInternalStateAtNode(v2, gc.giveIntVarType(), gc.giveIntVarMode(), 2, tStep);
    } else if ( gc.giveIntVarMode() == ISM_local ) {
        GaussPoint *gp = integrationRulesArray [ 0 ]->getIntegrationPoint(0);
        result += giveIPValue(v1, gp, gc.giveIntVarType(), tStep);
        v2 = v1;
        result *= 2;
    }

    if ( result != 2 ) {
        return;
    }

    indx = gc.giveIntVarIndx();

    s [ 0 ] = v1.at(indx);
    s [ 1 ] = v2.at(indx);

    EASValsSetLayer(OOFEG_VARPLOT_PATTERN_LAYER);

    if ( ( gc.getScalarAlgo() == SA_ISO_SURF ) || ( gc.getScalarAlgo() == SA_ISO_LINE ) ) {
        for ( i = 0; i < 2; 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 = 0.;
                p [ i ].z = 0.;
            } else {
                p [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
                p [ i ].y = 0.;
                p [ i ].z = 0.;
            }
        }

        //EASValsSetColor(gc.getYieldPlotColor(ratio));
        tr =  CreateLine3D(p);
        EGWithMaskChangeAttributes(LAYER_MASK, tr);
        EMAddGraphicsToModel(ESIModel(), tr);
    } else if ( ( gc.getScalarAlgo() == SA_ZPROFILE ) || ( gc.getScalarAlgo() == SA_COLORZPROFILE ) ) {
        double landScale = gc.getLandScale();

        for ( i = 0; i < 2; 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 = 0.0;
                p [ i ].z = s [ i ] * landScale;
            } else {
                p [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
                p [ i ].y = 0.0;
                p [ i ].z = s [ i ] * landScale;
            }
        }

        if ( gc.getScalarAlgo() == SA_ZPROFILE ) {
            /*
             * EASValsSetColor(gc.getDeformedElementColor());
             * EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
             * tr =  CreateLine3D(p);
             * EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, tr);
             */
            WCRec pp [ 4 ];
            pp [ 0 ].x = p [ 0 ].x;
            pp [ 0 ].y = 0.0;
            pp [ 0 ].z = 0.0;
            pp [ 1 ].x = p [ 0 ].x;
            pp [ 1 ].y = 0.0;
            pp [ 1 ].z = p [ 0 ].z;
            pp [ 2 ].x = p [ 1 ].x;
            pp [ 2 ].y = 0.0;
            pp [ 2 ].z = p [ 1 ].z;
            pp [ 3 ].x = p [ 1 ].x;
            pp [ 3 ].y = 0.0;
            pp [ 3 ].z = 0.0;
            tr = CreateQuad3D(pp);
            EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
            EASValsSetColor( gc.getDeformedElementColor() );
            //EASValsSetLayer(OOFEG_DEFORMED_GEOMETRY_LAYER);
            EASValsSetFillStyle(FILL_HOLLOW);
            EGWithMaskChangeAttributes(WIDTH_MASK | FILL_MASK | COLOR_MASK | LAYER_MASK, tr);
            EMAddGraphicsToModel(ESIModel(), tr);
        } else {
            //tr =  CreateTriangleWD3D(p, s[0], s[1], s[2]);
            EASValsSetColor( gc.getDeformedElementColor() );
            tr =  CreateLine3D(p);
            EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, tr);
            EMAddGraphicsToModel(ESIModel(), tr);
        }
    }
}
Beispiel #19
0
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"
    };


    this->interpolation.computeSurfaceMapping(snodes, 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);
    }
}
Beispiel #20
0
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
    }
}
Beispiel #21
0
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 ] ) {
        {
            IntegrationRule *iRule = integrationRulesArray [ 0 ];
            GaussPoint *gp = iRule->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);
                    }
                }
            }
        }
    }
}
void QPlaneStress2d :: drawScalar(oofegGraphicContext &context)
{
    int i, indx,  n [ 4 ], result = 0;
    WCRec p [ 4 ], pp [ 9 ];
    GraphicObj *tr;
    TimeStep *tStep = this->giveDomain()->giveEngngModel()->giveCurrentStep();
    FloatArray v [ 8 ];
    double s [ 9 ], ss [ 4 ], defScale;
    int ip;
    GaussPoint *gp;

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

    EASValsSetLayer(OOFEG_VARPLOT_PATTERN_LAYER);
    if ( context.giveIntVarMode() == ISM_recovered ) {
        // ============ plot the recovered values (smoothed data) ===============
        for ( i = 1; i <= 8; i++ ) {
            result += this->giveInternalStateAtNode(v [ i - 1 ], context.giveIntVarType(), context.giveIntVarMode(), i, tStep);
        }

        if ( result != 8 ) {
            return;
        }

        indx = context.giveIntVarIndx();

        for ( i = 1; i <= 8; i++ ) {
            s [ i - 1 ] = v [ i - 1 ].at(indx);
        }

        // auxiliary value at an added central node
        // computed as average of the values at all Gauss points

        s [ 8 ] = 0.;
        for ( ip = 1; ip <= integrationRulesArray [ 0 ]->giveNumberOfIntegrationPoints(); ip++ ) {
            gp = integrationRulesArray [ 0 ]->getIntegrationPoint(ip - 1);
            if ( giveIPValue(v [ 0 ], gp, context.giveIntVarType(), tStep) == 0 ) {
                return;
            }

            s [ 8 ] +=  v [ 0 ].at(indx);
        }

        s [ 8 ] /= integrationRulesArray [ 0 ]->giveNumberOfIntegrationPoints();
        //s[8] = (s[4]+s[5]+s[6]+s[7])/4.;

        for ( i = 0; i < 8; i++ ) {
            if ( context.getInternalVarsDefGeoFlag() ) {
                // use deformed geometry
                defScale = context.getDefScale();
                pp [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(1, tStep, defScale);
                pp [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(2, tStep, defScale);
                pp [ i ].z = 0.;
            } else {
                // use initial geometry
                pp [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
                pp [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(2);
                pp [ i ].z = 0.;
            }
        }

        pp [ 8 ].x = ( pp [ 4 ].x + pp [ 5 ].x + pp [ 6 ].x + pp [ 7 ].x ) / 4.;
        pp [ 8 ].y = ( pp [ 4 ].y + pp [ 5 ].y + pp [ 6 ].y + pp [ 7 ].y ) / 4.;
        pp [ 8 ].z = 0.;


        for ( int t = 1; t <= 4; t++ ) {
            if ( t == 1 ) {
                n [ 0 ] = 0;
                n [ 1 ] = 4;
                n [ 2 ] = 8;
                n [ 3 ] = 7;
            } else if ( t == 2 ) {
                n [ 0 ] = 4;
                n [ 1 ] = 1;
                n [ 2 ] = 5;
                n [ 3 ] = 8;
            } else if ( t == 3 ) {
                n [ 0 ] = 5;
                n [ 1 ] = 2;
                n [ 2 ] = 6;
                n [ 3 ] = 8;
            } else {
                n [ 0 ] = 6;
                n [ 1 ] = 3;
                n [ 2 ] = 7;
                n [ 3 ] = 8;
            }

            ss [ 0 ] = s [ n [ 0 ] ];
            ss [ 1 ] = s [ n [ 1 ] ];
            ss [ 2 ] = s [ n [ 2 ] ];
            ss [ 3 ] = s [ n [ 3 ] ];


            for ( i = 0; i < 4; i++ ) {
                p [ i ].x = pp [ n [ i ] ].x;
                p [ i ].y = pp [ n [ i ] ].y;
                p [ i ].z = 0.;
            }

            if ( context.getScalarAlgo() == SA_ISO_SURF ) {
                /*
                 * for ( i = 0; i < 4; i++ ) {
                 *    if ( context.getInternalVarsDefGeoFlag() ) {
                 *        // use deformed geometry
                 *        defScale = context.getDefScale();
                 *        p [ i ].x = ( FPNum ) this->giveNode(n[i] + 1)->giveUpdatedCoordinate(1, tStep, defScale);
                 *        p [ i ].y = ( FPNum ) this->giveNode(n[i] + 1)->giveUpdatedCoordinate(2, tStep, defScale);
                 *        p [ i ].z = 0.;
                 *    } else {
                 *        // use initial geometry
                 *        p [ i ].x = ( FPNum ) this->giveNode(n[i] + 1)->giveCoordinate(1);
                 *        p [ i ].y = ( FPNum ) this->giveNode(n[i] + 1)->giveCoordinate(2);
                 *        p [ i ].z = 0.;
                 *    }
                 * }
                 */
                //EASValsSetColor(gc.getYieldPlotColor(ratio));
                context.updateFringeTableMinMax(ss, 4);
                tr =  CreateQuadWD3D(p, ss [ 0 ], ss [ 1 ], ss [ 2 ], ss [ 3 ]);
                EGWithMaskChangeAttributes(LAYER_MASK, tr);
                EMAddGraphicsToModel(ESIModel(), tr);
            } else if ( ( context.getScalarAlgo() == SA_ZPROFILE ) || ( context.getScalarAlgo() == SA_COLORZPROFILE ) ) {
                //double landScale = context.getLandScale();

                for ( i = 0; i < 4; i++ ) {
                    /*
                     * if ( context.getInternalVarsDefGeoFlag() ) {
                     *    // use deformed geometry
                     *    defScale = context.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 = ss [ i ] * landScale;
                     * } else {
                     *    // use initial geometry
                     *    p [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
                     *    p [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(2);
                     *    p [ i ].z = ss [ i ] * landScale;
                     * }
                     */

                    // this fixes a bug in ELIXIR
                    if ( fabs(ss [ i ]) < 1.0e-6 ) {
                        ss [ i ] = 1.0e-6;
                    }
                }

                if ( context.getScalarAlgo() == SA_ZPROFILE ) {
                    EASValsSetColor( context.getDeformedElementColor() );
                    EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
                    tr =  CreateQuad3D(p);
                    EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, tr);
                } else {
                    context.updateFringeTableMinMax(s, 4);
                    tr =  CreateQuadWD3D(p, ss [ 0 ], ss [ 1 ], ss [ 2 ], ss [ 3 ]);
                    EGWithMaskChangeAttributes(LAYER_MASK, tr);
                }

                EMAddGraphicsToModel(ESIModel(), tr);
            }
        }
    } else if ( context.giveIntVarMode() == ISM_local ) {
        // ========== plot the local values (raw data) =====================
        if ( numberOfGaussPoints != 4 ) {
            return;
        }

        IntArray ind(4);
        FloatArray *gpCoords;
        WCRec pp [ 9 ];

        for ( i = 0; i < 8; i++ ) {
            if ( context.getInternalVarsDefGeoFlag() ) {
                // use deformed geometry
                defScale = context.getDefScale();
                pp [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(1, tStep, defScale);
                pp [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveUpdatedCoordinate(2, tStep, defScale);
                pp [ i ].z = 0.;
            } else {
                pp [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
                pp [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(2);
                pp [ i ].z = 0.;
            }
        }

        pp [ 8 ].x = 0.25 * ( pp [ 0 ].x + pp [ 1 ].x + pp [ 2 ].x + pp [ 3 ].x );
        pp [ 8 ].y = 0.25 * ( pp [ 0 ].y + pp [ 1 ].y + pp [ 2 ].y + pp [ 3 ].y );
        pp [ 8 ].z = 0.;

        for ( ip = 1; ip <= integrationRulesArray [ 0 ]->giveNumberOfIntegrationPoints(); ip++ ) {
            gp = integrationRulesArray [ 0 ]->getIntegrationPoint(ip - 1);
            gpCoords = gp->giveCoordinates();
            if ( ( gpCoords->at(1) > 0. ) && ( gpCoords->at(2) > 0. ) ) {
                ind.at(1) = 0;
                ind.at(2) = 4;
                ind.at(3) = 8;
                ind.at(4) = 7;
            } else if ( ( gpCoords->at(1) < 0. ) && ( gpCoords->at(2) > 0. ) ) {
                ind.at(1) = 4;
                ind.at(2) = 1;
                ind.at(3) = 5;
                ind.at(4) = 8;
            } else if ( ( gpCoords->at(1) < 0. ) && ( gpCoords->at(2) < 0. ) ) {
                ind.at(1) = 5;
                ind.at(2) = 2;
                ind.at(3) = 6;
                ind.at(4) = 8;
            } else {
                ind.at(1) = 6;
                ind.at(2) = 3;
                ind.at(3) = 7;
                ind.at(4) = 8;
            }

            if ( giveIPValue(v [ 0 ], gp, context.giveIntVarType(), tStep) == 0 ) {
                return;
            }

            indx = context.giveIntVarIndx();

            for ( i = 1; i <= 4; i++ ) {
                s [ i - 1 ] = v [ 0 ].at(indx);
            }

            for ( i = 0; i < 4; i++ ) {
                p [ i ].x = pp [ ind.at(i + 1) ].x;
                p [ i ].y = pp [ ind.at(i + 1) ].y;
                p [ i ].z = pp [ ind.at(i + 1) ].z;
            }

            context.updateFringeTableMinMax(s, 4);
            tr =  CreateQuadWD3D(p, s [ 0 ], s [ 1 ], s [ 2 ], s [ 3 ]);
            EGWithMaskChangeAttributes(LAYER_MASK, tr);
            EMAddGraphicsToModel(ESIModel(), tr);
        }
    }
}
Beispiel #23
0
void
Lattice2d :: drawSpecial(oofegGraphicContext &gc, TimeStep *tStep)
{
    WCRec l [ 2 ];
    GraphicObj *tr;
    GaussPoint *gp;
    FloatArray crackStatuses, cf;

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

    if ( gc.giveIntVarType() == IST_CrackState ) {
        gp = integrationRulesArray [ 0 ]->getIntegrationPoint(0);
        this->giveIPValue(crackStatuses, gp, IST_CrackStatuses, tStep);
        if ( crackStatuses(0) == 1. || crackStatuses(0) == 2. || crackStatuses(0) == 3 || crackStatuses(0) == 4 ) {
            double x1, y1, x2, y2;
            x1 = this->giveNode(1)->giveCoordinate(1);
            y1 = this->giveNode(1)->giveCoordinate(2);
            x2 = this->giveNode(2)->giveCoordinate(1);
            y2 = this->giveNode(2)->giveCoordinate(2);

            //Compute normal and shear direction
            FloatArray normalDirection;
            FloatArray shearDirection;
            normalDirection.resize(2);
            normalDirection.zero();
            shearDirection.resize(2);
            shearDirection.zero();
            normalDirection.at(1) = x2 - x1;
            normalDirection.at(2) = y2 - y1;
            normalDirection.normalize();
            if ( normalDirection.at(2) == 0. ) {
                shearDirection.at(1) = 0.;
                shearDirection.at(2) = 1.;
            } else {
                shearDirection.at(1) = 1.0;
                shearDirection.at(2) =
                    -normalDirection.at(1) / normalDirection.at(2);
            }

            shearDirection.normalize();

            l [ 0 ].x = ( FPNum ) this->gpCoords.at(1) - shearDirection.at(1) * this->width / 2.;
            l [ 0 ].y = ( FPNum ) this->gpCoords.at(2) - shearDirection.at(2) * this->width / 2.;
            l [ 0 ].z = 0.;
            l [ 1 ].x = ( FPNum ) this->gpCoords.at(1) + shearDirection.at(1) * this->width / 2.;
            ;
            l [ 1 ].y = ( FPNum ) this->gpCoords.at(2) + shearDirection.at(2) * this->width / 2.;
            l [ 1 ].z = 0.;

            EASValsSetLayer(OOFEG_CRACK_PATTERN_LAYER);
            EASValsSetLineWidth(OOFEG_CRACK_PATTERN_WIDTH);
            if ( ( crackStatuses(0) == 1. ) ) {
                EASValsSetColor( gc.getActiveCrackColor() );
            } else if ( crackStatuses(0) == 2. ) {
                EASValsSetColor( gc.getCrackPatternColor() );
            } else if ( crackStatuses(0) == 3. ) {
                EASValsSetColor( gc.getActiveCrackColor() );
            } else if ( crackStatuses(0) == 4. ) {
                EASValsSetColor( gc.getActiveCrackColor() );
            }


            tr = CreateLine3D(l);
            EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | LAYER_MASK, tr);
            EMAddGraphicsToModel(ESIModel(), tr);
        }
    }
}
Beispiel #24
0
void
LEPlic :: doInterfaceRemapping(TimeStep *atTime)
{
    /*
     * Final step: deposition of volume materials truncated on Lagrangian (updated)
     * grid to the target grid, which is the original one in our Eulerian case.
     */
    int in = 0, ie = 0, neighbrNum, nelem = domain->giveNumberOfElements();
    double in_vof, total_volume = 0.0, in_vol;
    IntArray neighbours, elNum(1);
    FloatArray normal;
    Polygon matvolpoly, elemPoly;
    Graph g;

    double matVol = 0.0, matVolSum = 0.0;

    LEPlicElementInterface *interface, *neghbrInterface;
    // loop over elements
    for ( ie = 1; ie <= nelem; ie++ ) {
        if ( ( interface = ( LEPlicElementInterface * ) ( domain->giveElement(ie)->giveInterface(LEPlicElementInterfaceType) ) ) ) {
            interface->setTempVolumeFraction(0.0);
        }
    }

    // loop over elements
    for ( ie = 1; ie <= nelem; ie++ ) {
        //fprintf (stderr, "doInterfaceRemapping: processing elem %d\n", ie);

        // examine only neighbours -> this is the limit on time step
        elNum.at(1) = ie;
        domain->giveConnectivityTable()->giveElementNeighbourList(neighbours, elNum);
        // form polygon of material volume on Lagrangian element
        if ( ( interface = ( LEPlicElementInterface * ) ( domain->giveElement(ie)->giveInterface(LEPlicElementInterfaceType) ) ) ) {
            if ( interface->giveVolumeFraction() > LEPLIC_ZERO_VOF ) {
                interface->giveTempInterfaceNormal(normal);
                interface->formMaterialVolumePoly(matvolpoly, this, normal, interface->giveTempLineConstant(), true);
                matVol = matvolpoly.computeVolume();

#ifdef __OOFEG
                //EASValsSetColor(::gc[OOFEG_DEBUG_LAYER].getElementColor());
                //GraphicObj *go = matvolpoly.draw(::gc[OOFEG_DEBUG_LAYER],true);
                //EVHiliteGraphics (myview, go);
                //ESIEventLoop (YES, "Press Ctrl-p to continue");
                //EVFastRedraw(myview);
#endif


                try {
                    matVolSum = 0.0;
                    // loop over neighbours to truncate material volume on target (original) grid
                    for ( in = 1; in <= neighbours.giveSize(); in++ ) {
                        neighbrNum = neighbours.at(in);
                        if ( ( neghbrInterface = ( LEPlicElementInterface * )
                                                 ( domain->giveElement(neighbrNum)->giveInterface(LEPlicElementInterfaceType) ) ) ) {
                            in_vof = neghbrInterface->truncateMatVolume(matvolpoly, in_vol);
                            neghbrInterface->addTempVolumeFraction(in_vof);
                            total_volume += in_vol;
                            matVolSum += in_vol;
                        }
                    }
                } catch(GT_Exception & c) {
                    c.print();

                    neighbrNum = neighbours.at(in);
                    if ( ( neghbrInterface = ( LEPlicElementInterface * )
                                             ( domain->giveElement(neighbrNum)->giveInterface(LEPlicElementInterfaceType) ) ) ) {
                        in_vof = neghbrInterface->truncateMatVolume(matvolpoly, in_vol);
                        neghbrInterface->addTempVolumeFraction(in_vof);
                    }
                }

#ifdef __OOFEG
                //ESIEventLoop (YES, "Step Finished; Press Ctrl-p to continue");
#endif
                double err = fabs(matVol - matVolSum) / matVol;
                if ( ( err > 1.e-12 ) && ( fabs(matVol - matVolSum) > 1.e-4 ) && ( matVol > 1.e-6 ) ) {
                    OOFEM_WARNING4("LEPlic::doInterfaceRemapping:  volume inconsistency %5.2f%%\n\ttstep %d, element %d\n", err * 100, atTime->giveNumber(), ie);
                }

#if 0
                if ( ( err > 2.e-3 ) && ( fabs(matVol - matVolSum) > 2.e-3 ) ) {
                    //debug

 #ifdef __OOFEG
                    //ESIEventLoop (YES, "Press Ctrl-p to continue");
                    deleteLayerGraphics(OOFEG_DEBUG_LAYER);
                    EASValsSetColor( :: gc [ OOFEG_DEBUG_LAYER ].getElementColor() );
                    //GraphicObj *go = matvolpoly.draw(::gc[OOFEG_DEBUG_LAYER],true);
                    matvolpoly.draw(:: gc [ OOFEG_DEBUG_LAYER ], true);
                    //EVHiliteGraphics (myview, go);
                    //ESIEventLoop (YES, "Press Ctrl-p to continue");
                    EVFastRedraw(myview);
 #endif

                    matVolSum = 0.0;
                    // loop over neighbours to truncate material volume on target (original) grid
                    for ( in = 1; in <= neighbours.giveSize(); in++ ) {
                        neighbrNum = neighbours.at(in);
                        if ( neghbrInterface = ( LEPlicElementInterface * )
                                               ( domain->giveElement(neighbrNum)->giveInterface(LEPlicElementInterfaceType) ) ) {
                            in_vof = neghbrInterface->truncateMatVolume(matvolpoly, in_vol);
                            neghbrInterface->addTempVolumeFraction(in_vof);
                            total_volume += in_vol;
                            matVolSum += in_vol;
                        }
                    }

                    matVolSum = 0.0;
                    // loop over neighbours to truncate material volume on target (original) grid
                    for ( in = 1; in <= neighbours.giveSize(); in++ ) {
                        neighbrNum = neighbours.at(in);
                        if ( neghbrInterface = ( LEPlicElementInterface * )
                                               ( domain->giveElement(neighbrNum)->giveInterface(LEPlicElementInterfaceType) ) ) {
                            in_vof = neghbrInterface->truncateMatVolume(matvolpoly, in_vol);
                            neghbrInterface->addTempVolumeFraction(in_vof);
                            total_volume += in_vol;
                            matVolSum += in_vol;
                        }
                    }

                    matVolSum = 0.0;
                    // loop over neighbours to truncate material volume on target (original) grid
                    for ( in = 1; in <= neighbours.giveSize(); in++ ) {
                        neighbrNum = neighbours.at(in);
                        if ( neghbrInterface = ( LEPlicElementInterface * )
                                               ( domain->giveElement(neighbrNum)->giveInterface(LEPlicElementInterfaceType) ) ) {
                            in_vof = neghbrInterface->truncateMatVolume(matvolpoly, in_vol);
                            neghbrInterface->addTempVolumeFraction(in_vof);
                            total_volume += in_vol;
                            matVolSum += in_vol;
                        }
                    }

                    /*
                     * ESIEventLoop (YES, "Press Ctrl-p to exit");
                     * ESIEventLoop (YES, "Press Ctrl-p to exit");
                     */
                    exit(1);
                }

#endif
            }
        } else {
            OOFEM_ERROR("LEPlic::doInterfaceRemapping: Element with no LEPlicInterface support encountered");
        }
    } // end loop over elements

    // loop over elements
    for ( ie = 1; ie <= nelem; ie++ ) {
        if ( ( interface = ( LEPlicElementInterface * ) ( domain->giveElement(ie)->giveInterface(LEPlicElementInterfaceType) ) ) ) {
            if ( interface->giveTempVolumeFraction() > 1.0 ) {
                OOFEM_LOG_INFO("LEPlic::doInterfaceRemapping - Element %d: vof out of range, vof =%e",  ie, interface->giveTempVolumeFraction() );
            }

            if ( interface->giveTempVolumeFraction() >= 0.99999999 ) {
                interface->setTempVolumeFraction(1.0);
            }
        }
    }

    OOFEM_LOG_INFO("LEPlic::doInterfaceRemapping: Total volume is %e", total_volume);
    if ( orig_reference_fluid_volume > 0.0 ) {
        OOFEM_LOG_INFO("LEPlic::doInterfaceRemapping: Volume error is %5.2f%%",
                       ( ( total_volume - orig_reference_fluid_volume ) / orig_reference_fluid_volume ) * 100.0);
    }


#ifdef __OOFEG
    //ESIEventLoop (YES, "Step Finished; Press Ctrl-p to continue");
    //deleteLayerGraphics(OOFEG_DEBUG_LAYER);
#endif
}
Beispiel #25
0
void
Quad10_2D_SUPG :: drawScalar(oofegGraphicContext &gc, TimeStep *tStep)
{
    int i, indx, result = 0;
    WCRec p [ 3 ];
    GraphicObj *tr;
    FloatArray v1, v2, v3;
    double s [ 3 ];

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

    EASValsSetLayer(OOFEG_VARPLOT_PATTERN_LAYER);

    // if ((gc.giveIntVarMode() == ISM_local) && (gc.giveIntVarType() ==  IST_VOFFraction)) {
    if ( ( gc.giveIntVarType() ==  IST_VOFFraction ) && ( gc.giveIntVarMode() == ISM_local ) ) {
        Polygon matvolpoly;
        //this->formMaterialVolumePoly(matvolpoly, NULL, temp_normal, temp_p, false);
        EASValsSetColor( gc.getStandardSparseProfileColor() );
        //GraphicObj *go = matvolpoly.draw(gc,true,OOFEG_VARPLOT_PATTERN_LAYER);
        matvolpoly.draw(gc, true, OOFEG_VARPLOT_PATTERN_LAYER);
        return;
    }

    if ( gc.giveIntVarMode() == ISM_recovered ) {
        result += this->giveInternalStateAtNode(v1, gc.giveIntVarType(), gc.giveIntVarMode(), 1, tStep);
        result += this->giveInternalStateAtNode(v2, gc.giveIntVarType(), gc.giveIntVarMode(), 2, tStep);
        result += this->giveInternalStateAtNode(v3, gc.giveIntVarType(), gc.giveIntVarMode(), 3, tStep);
    } else if ( gc.giveIntVarMode() == ISM_local ) {
        GaussPoint *gp = integrationRulesArray [ 0 ]->getIntegrationPoint(0);
        result += giveIPValue(v1, gp, gc.giveIntVarType(), tStep);
        v2 = v1;
        v3 = v1;
        result *= 3;
    }

    if ( result != 3 ) {
        return;
    }

    indx = gc.giveIntVarIndx();

    s [ 0 ] = v1.at(indx);
    s [ 1 ] = v2.at(indx);
    s [ 2 ] = v3.at(indx);

    EASValsSetLayer(OOFEG_VARPLOT_PATTERN_LAYER);

    if ( gc.getScalarAlgo() == SA_ISO_SURF ) {
        for ( i = 0; i < 3; i++ ) {
            p [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
            p [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(2);
            p [ i ].z = 0.;
        }

        //EASValsSetColor(gc.getYieldPlotColor(ratio));
        gc.updateFringeTableMinMax(s, 3);
        tr =  CreateTriangleWD3D(p, s [ 0 ], s [ 1 ], s [ 2 ]);
        EGWithMaskChangeAttributes(LAYER_MASK, tr);
        EMAddGraphicsToModel(ESIModel(), tr);
    } else if ( ( gc.getScalarAlgo() == SA_ZPROFILE ) || ( gc.getScalarAlgo() == SA_COLORZPROFILE ) ) {
        double landScale = gc.getLandScale();

        for ( i = 0; i < 3; i++ ) {
            p [ i ].x = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(1);
            p [ i ].y = ( FPNum ) this->giveNode(i + 1)->giveCoordinate(2);
            p [ i ].z = s [ i ] * landScale;
        }

        if ( gc.getScalarAlgo() == SA_ZPROFILE ) {
            EASValsSetColor( gc.getDeformedElementColor() );
            EASValsSetLineWidth(OOFEG_DEFORMED_GEOMETRY_WIDTH);
            EASValsSetFillStyle(FILL_SOLID);
            tr =  CreateTriangle3D(p);
            EGWithMaskChangeAttributes(WIDTH_MASK | COLOR_MASK | FILL_MASK | LAYER_MASK, tr);
        } else {
            gc.updateFringeTableMinMax(s, 3);
            EASValsSetFillStyle(FILL_SOLID);
            tr =  CreateTriangleWD3D(p, s [ 0 ], s [ 1 ], s [ 2 ]);
            EGWithMaskChangeAttributes(FILL_MASK | LAYER_MASK, tr);
        }

        EMAddGraphicsToModel(ESIModel(), tr);
    }
}