void
LIBeam2dNL :: computeInitialStressMatrix(FloatMatrix &answer, TimeStep *tStep)
{
double dV;
GaussPoint *gp;
IntegrationRule *iRule;
FloatArray stress;
FloatMatrix A;
Material *mat = this->giveMaterial();
answer.resize(6, 6);
answer.zero();
iRule = integrationRulesArray [ giveDefaultIntegrationRule() ];
// assemble initial stress matrix
for ( int i = 0; i < iRule->giveNumberOfIntegrationPoints(); i++ ) {
gp = iRule->getIntegrationPoint(i);
dV = this->computeVolumeAround(gp);
stress = static_cast< StructuralMaterialStatus * >( mat->giveStatus(gp) )->giveStressVector();
if ( stress.giveSize() ) {
for ( int j = 1; j <= stress.giveSize(); j++ ) {
// loop over each component of strain vector
this->computeNLBMatrixAt(A, gp, j);
if ( A.isNotEmpty() ) {
A.times(stress.at(j) * dV);
answer.add(A);
}
}
}
}
}
void
Quad1MindlinShell3D :: giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
{
// We need to overload this for practical reasons (this 3d shell has all 9 dofs, but the shell part only cares for the first 8)
// This elements adds an additional stiffness for the so called drilling dofs, meaning we need to work with all 9 components.
FloatMatrix b, d;
FloatArray n, strain, stress;
FloatArray shellUnknowns(20), drillUnknowns(4), unknowns;
this->computeVectorOf(EID_MomentumBalance, VM_Total, tStep, unknowns);
// Split this for practical reasons into normal shell dofs and drilling dofs
for ( int i = 0; i < 4; ++i ) {
shellUnknowns(0 + i*5) = unknowns(0 + i*6);
shellUnknowns(1 + i*5) = unknowns(1 + i*6);
shellUnknowns(2 + i*5) = unknowns(2 + i*6);
shellUnknowns(3 + i*5) = unknowns(3 + i*6);
shellUnknowns(4 + i*5) = unknowns(4 + i*6);
drillUnknowns(i) = unknowns(5 + i*6);
}
FloatArray shellForces(20), drillMoment(4);
shellForces.zero();
drillMoment.zero();
StructuralCrossSection *cs = this->giveStructuralCrossSection();
double drillCoeff = cs->give(CS_DrillingStiffness);
IntegrationRule *iRule = integrationRulesArray [ 0 ];
for ( int i = 0; i < iRule->giveNumberOfIntegrationPoints(); i++ ) {
GaussPoint *gp = iRule->getIntegrationPoint(i);
this->computeBmatrixAt(gp, b);
double dV = this->computeVolumeAround(gp);
if ( useUpdatedGpRecord ) {
stress = static_cast< StructuralMaterialStatus * >( this->giveMaterial()->giveStatus(gp) )->giveStressVector();
} else {
strain.beProductOf(b, shellUnknowns);
cs->giveRealStress_Shell(stress, gp, strain, tStep);
}
shellForces.plusProduct(b, stress, dV);
// Drilling stiffness is here for improved numerical properties
if (drillCoeff > 0.) {
this->interp.evalN(n, *gp->giveCoordinates(), FEIVoidCellGeometry());
for ( int j = 0; j < 4; j++) {
n(j) -= 0.25;
}
double dtheta = n.dotProduct(drillUnknowns);
drillMoment.add(drillCoeff * dV * dtheta, n); ///@todo Decide on how to alpha should be defined.
}
}
answer.resize(24);
answer.zero();
answer.assemble(shellForces, this->shellOrdering);
if (drillCoeff > 0.) {
answer.assemble(drillMoment, this->drillOrdering);
}
}
void
Quad1MindlinShell3D :: computeBodyLoadVectorAt(FloatArray &answer, Load *forLoad, TimeStep *stepN, ValueModeType mode)
{
// Only gravity load
double dV, density;
GaussPoint *gp;
FloatArray forceX, forceY, forceZ, glob_gravity, gravity, n;
if ( ( forLoad->giveBCGeoType() != BodyLoadBGT ) || ( forLoad->giveBCValType() != ForceLoadBVT ) ) {
_error("computeBodyLoadVectorAt: unknown load type");
}
// note: force is assumed to be in global coordinate system.
forLoad->computeComponentArrayAt(glob_gravity, stepN, mode);
// Transform the load into the local c.s.
gravity.beProductOf(this->lcsMatrix, glob_gravity); ///@todo Check potential transpose here.
if ( gravity.giveSize() ) {
IntegrationRule *ir = integrationRulesArray [ 0 ];
for ( int i = 0; i < ir->giveNumberOfIntegrationPoints(); ++i) {
gp = ir->getIntegrationPoint(i);
this->interp.evalN(n, *gp->giveCoordinates(), FEIVoidCellGeometry());
dV = this->computeVolumeAround(gp) * this->giveCrossSection()->give(CS_Thickness);
density = this->giveMaterial()->give('d', gp);
forceX.add(density * gravity.at(1) * dV, n);
forceY.add(density * gravity.at(2) * dV, n);
forceZ.add(density * gravity.at(3) * dV, n);
}
answer.resize(24);
answer.zero();
answer.at(1) = forceX.at(1);
answer.at(2) = forceY.at(1);
answer.at(3) = forceZ.at(1);
answer.at(7) = forceX.at(2);
answer.at(8) = forceY.at(2);
answer.at(9) = forceZ.at(2);
answer.at(13) = forceX.at(3);
answer.at(14) = forceY.at(3);
answer.at(15) = forceZ.at(3);
answer.at(19) = forceX.at(4);
answer.at(20) = forceY.at(4);
answer.at(21) = forceZ.at(4);
} else {
answer.resize(0);
}
}
void
NonlocalMaterialExtensionInterface :: manipulateWeight(double &weight, GaussPoint *gp, GaussPoint *jGp)
{
Element *ielem = jGp->giveElement();
IntegrationRule *iRule = ielem->giveDefaultIntegrationRulePtr();
if ( ielem->giveMaterial()->hasProperty(AVERAGING_TYPE, jGp) ) {
if ( ielem->giveMaterial()->give(AVERAGING_TYPE, jGp) == 1 ) {
weight = 1. / ( iRule->giveNumberOfIntegrationPoints() ); //assign the same weights over the whole element
}
}
}
void InterfaceElem1d :: drawScalar(oofegGraphicContext &context)
{
int i, indx, result = 0;
GaussPoint *gp;
IntegrationRule *iRule = integrationRulesArray [ giveDefaultIntegrationRule() ];
TimeStep *tStep = this->giveDomain()->giveEngngModel()->giveCurrentStep();
FloatArray gcoord(3), v1;
WCRec p [ 1 ];
GraphicObj *go;
double val [ 1 ];
if ( !context.testElementGraphicActivity(this) ) {
return;
}
if ( context.getInternalVarsDefGeoFlag() ) {
double defScale = context.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), context.giveIntVarType(), tStep);
for ( i = 0; i < iRule->giveNumberOfIntegrationPoints(); i++ ) {
result = 0;
gp = iRule->getIntegrationPoint(i);
result += giveIPValue(v1, gp, context.giveIntVarType(), tStep);
if ( result != 1 ) {
continue;
}
indx = context.giveIntVarIndx();
val [ 0 ] = v1.at(indx);
context.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);
//}
}
}
void
CoupledFieldsElement :: computeStiffnessMatrixGen(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep,
void (*Nfunc)(GaussPoint*, FloatMatrix),
void (*Bfunc)(GaussPoint*, FloatMatrix),
void (*NStiffness)(FloatMatrix, MatResponseMode, GaussPoint*, TimeStep*),
void (*BStiffness)(FloatMatrix, MatResponseMode, GaussPoint*, TimeStep*),
double (*volumeAround)(GaussPoint*) )
{
FloatMatrix B, DB, N, DN, D_B, D_N;
IntegrationRule *iRule = this->giveIntegrationRule(0);
bool matStiffSymmFlag = this->giveCrossSection()->isCharacteristicMtrxSymmetric(rMode);
answer.resize(0,0);
for ( int j = 0; j < iRule->giveNumberOfIntegrationPoints(); j++ ) {
GaussPoint *gp = iRule->getIntegrationPoint(j);
double dV = this->computeVolumeAround(gp);
// compute int_V ( N^t * D_N * N )dV
if ( NStiffness && Nfunc ) {
Nfunc(gp, N);
NStiffness(D_N, rMode, gp, tStep);
DN.beProductOf(D_N, N);
if ( matStiffSymmFlag ) {
answer.plusProductSymmUpper(N, DN, dV);
} else {
answer.plusProductUnsym(N, DN, dV);
}
}
// compute int_V ( B^t * D_B * B )dV
if ( BStiffness && Bfunc ) {
Bfunc(gp, B);
BStiffness(D_B, rMode, gp, tStep);
DB.beProductOf(D_B, B);
if ( matStiffSymmFlag ) {
answer.plusProductSymmUpper(B, DB, dV);
} else {
answer.plusProductUnsym(B, DB, dV);
}
}
}
if ( matStiffSymmFlag ) {
answer.symmetrized();
}
}
void
ErrorCheckingExportModule :: writeCheck(Domain *domain, TimeStep *tStep)
{
if ( tStep->isTheFirstStep() ) {
std :: cout << "#%BEGIN_CHECK% tolerance 1.e-3\n";
}
for ( auto &dman : domain->giveDofManagers() ) {
for ( Dof *dof: *dman ) {
if ( dof->giveEqn() < 0 ) {
continue;
}
std :: cout << "#NODE tStep " << tStep->giveNumber();
std :: cout << " number " << dman->giveNumber();
std :: cout << " dof " << dof->giveDofID();
std :: cout << " unknown " << 'd';
std :: cout << " value " << dof->giveUnknown(VM_Total, tStep);
std :: cout << std :: endl;
}
}
for ( auto &element : domain->giveElements() ) {
IntegrationRule *iRule = element->giveDefaultIntegrationRulePtr();
FloatArray ipval;
for ( int ist: this->writeIST ) {
for ( int gpnum = 0; gpnum < iRule->giveNumberOfIntegrationPoints(); ++gpnum ) {
GaussPoint *gp = iRule->getIntegrationPoint(gpnum);
element->giveIPValue(ipval, gp, (InternalStateType)ist, tStep);
for ( int component = 1; component <= ipval.giveSize(); ++component ) {
std :: cout << "#ELEMENT tStep " << tStep->giveNumber();
std :: cout << " number " << element->giveNumber();
std :: cout << " gp " << gpnum+1;
std :: cout << " keyword " << ist; ///@note This writes IST number and not "stresses"
std :: cout << " component " << component;
std :: cout << " value " << ipval.at(component);
std :: cout << std :: endl;
}
}
}
}
if ( !tStep->isNotTheLastStep() ) {
std :: cout << "#%END_CHECK%" << std :: endl;
}
}
void
Quad1MindlinShell3D :: computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
{
// We need to overload this for practical reasons (this 3d shell has all 9 dofs, but the shell part only cares for the first 8)
// This elements adds an additional stiffness for the so called drilling dofs, meaning we need to work with all 9 components.
FloatMatrix d, b, db;
FloatArray n;
FloatMatrix shellStiffness(20, 20), drillStiffness(4, 4);
shellStiffness.zero();
drillStiffness.zero();
double drillCoeff = this->giveStructuralCrossSection()->give(CS_DrillingStiffness);
IntegrationRule *iRule = integrationRulesArray [ 0 ];
for ( int i = 0; i < iRule->giveNumberOfIntegrationPoints(); i++ ) {
GaussPoint *gp = iRule->getIntegrationPoint(i);
this->computeBmatrixAt(gp, b);
double dV = this->computeVolumeAround(gp);
this->computeConstitutiveMatrixAt(d, rMode, gp, tStep);
db.beProductOf(d, b);
shellStiffness.plusProductSymmUpper(b, db, dV);
// Drilling stiffness is here for improved numerical properties
if (drillCoeff > 0.) {
this->interp.evalN(n, *gp->giveCoordinates(), FEIVoidCellGeometry());
for ( int j = 0; j < 4; j++) {
n(j) -= 0.25;
}
drillStiffness.plusDyadSymmUpper(n, drillCoeff * dV);
}
}
shellStiffness.symmetrized();
answer.resize(24, 24);
answer.zero();
answer.assemble(shellStiffness, this->shellOrdering);
if (drillCoeff > 0.) {
drillStiffness.symmetrized();
answer.assemble(drillStiffness, this->drillOrdering);
}
}
void
Quad1MindlinShell3D :: computeLumpedMassMatrix(FloatMatrix &answer, TimeStep *tStep)
// Returns the lumped mass matrix of the receiver.
{
double mass = 0.;
IntegrationRule *ir = integrationRulesArray [ 0 ];
for ( int i = 0; i < ir->giveNumberOfIntegrationPoints(); ++i) {
GaussPoint *gp = ir->getIntegrationPoint(i);
mass += this->computeVolumeAround(gp) * this->giveMaterial()->give('d', gp);
}
answer.resize(12, 12);
answer.zero();
for ( int i = 0; i < 4; i++ ) {
answer(i*6 + 0, i*6 + 0) = mass*0.25;
answer(i*6 + 1, i*6 + 1) = mass*0.25;
answer(i*6 + 2, i*6 + 2) = mass*0.25;
}
}
void
CoupledFieldsElement :: giveInternalForcesVectorGen(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord,
void (*Nfunc)(GaussPoint*, FloatMatrix), void (*Bfunc)(GaussPoint*, FloatMatrix, int, int), //(GaussPoint*, FloatMatrix)
void (*NStressFunc)(GaussPoint*, FloatArray), void (*BStressFunc)(GaussPoint*, FloatArray),
double (*dVFunc)(GaussPoint*))
{
// General implementation of internal forces that computes
// f = sum_gp( N^T*GenStress_N + B^T*GenStress_B ) * dV
IntegrationRule *iRule = this->giveIntegrationRule(0);
FloatArray NStress, BStress, vGenStress, NS, BS;
FloatMatrix N, B;
for ( int j = 0; j < this->giveNumberOfIntegrationRules(); j++ ) {
IntegrationRule *iRule = this->giveIntegrationRule(j);
for ( int i = 0; i < iRule->giveNumberOfIntegrationPoints(); i++ ) {
GaussPoint *gp = iRule->getIntegrationPoint(i);
double dV = this->computeVolumeAround(gp);
// compute generalized stress measures
if ( NStressFunc && Nfunc ) {
Nfunc(gp, N);
NStressFunc(gp, NStress);
NS.beTProductOf(N, NStress);
answer.add(dV, NS);
}
if ( BStressFunc && Bfunc ) {
Bfunc(gp, B, 1, 3);
BStressFunc(gp, BStress);
BS.beTProductOf(B, BStress);
answer.add(dV, BS);
}
}
}
}
void
Quad10_2D_SUPG :: computeMassDeltaTerm(FloatMatrix &answer, TimeStep *atTime)
{
FloatMatrix n, b;
double dV, rho;
int undofs = this->computeNumberOfDofs(EID_MomentumBalance);
GaussPoint *gp;
answer.resize(undofs, undofs);
answer.zero();
IntegrationRule *iRule = this->integrationRulesArray [ 1 ];
/* mtrx for computing t_supg, norm of this mtrx is computed */
for ( int k = 0; k < iRule->giveNumberOfIntegrationPoints(); k++ ) {
gp = iRule->getIntegrationPoint(k);
this->computeNuMatrix(n, gp);
this->computeUDotGradUMatrix(b, gp, atTime);
dV = this->computeVolumeAround(gp);
rho = this->giveMaterial()->give('d', gp);
answer.plusProductUnsym(b, n, rho * dV);
}
}
void
Quad10_2D_SUPG :: computeAdvectionTerm(FloatMatrix &answer, TimeStep *atTime)
{
FloatMatrix n, b;
double dV, rho;
int undofs = this->computeNumberOfDofs(EID_MomentumBalance);
GaussPoint *gp;
answer.resize(undofs, undofs);
answer.zero();
IntegrationRule *iRule = this->integrationRulesArray [ 1 ];
/* consistent part + supg stabilization term */
for ( int k = 0; k < iRule->giveNumberOfIntegrationPoints(); k++ ) {
gp = iRule->getIntegrationPoint(k);
this->computeNuMatrix(n, gp);
this->computeUDotGradUMatrix(b, gp, atTime);
dV = this->computeVolumeAround(gp);
rho = this->giveMaterial()->give('d', gp);
answer.plusProductUnsym(n, b, rho * dV);
}
}
void
TR_SHELL01 :: printOutputAt(FILE *file, TimeStep *tStep)
// Performs end-of-step operations.
{
FloatArray v, aux;
GaussPoint *gp, *membraneGP;
IntegrationRule *iRule = this->giveDefaultIntegrationRulePtr();
fprintf( file, "element %d (%8d) :\n", this->giveLabel(), this->giveNumber() );
for ( int i = 0; i < iRule->giveNumberOfIntegrationPoints(); i++ ) {
gp = iRule->getIntegrationPoint(i);
fprintf(file, " GP %2d.%-2d :", iRule->giveNumber(), gp->giveNumber());
membraneGP = membrane->giveDefaultIntegrationRulePtr()->getIntegrationPoint(gp->giveNumber()-1);
// Strain - Curvature
plate->giveIPValue(v, gp, IST_ShellStrainCurvatureTensor, tStep);
membrane->giveIPValue(aux, membraneGP, IST_ShellStrainCurvatureTensor, tStep);
v.add(aux);
fprintf(file, " strains ");
fprintf( file,
" % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e ",
v.at(1), v.at(2), v.at(3), 2. * v.at(4), 2. * v.at(5), 2. * v.at(6),
v.at(7), v.at(8), v.at(9), 2. * v.at(10), 2. * v.at(11), 2. * v.at(12) );
// Strain - Curvature
plate->giveIPValue(v, gp, IST_ShellForceMomentumTensor, tStep);
membrane->giveIPValue(aux, membraneGP, IST_ShellForceMomentumTensor, tStep);
v.add(aux);
fprintf(file, "\n stresses");
fprintf( file,
" % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e % .4e ",
v.at(1), v.at(2), v.at(3), v.at(4), v.at(5), v.at(6),
v.at(7), v.at(8), v.at(9), v.at(10), v.at(11), v.at(12) );
fprintf(file, "\n");
}
}
void
Lattice2d_mt :: updateInternalState(TimeStep *stepN)
// Updates the receiver at end of step.
{
int i, j;
IntegrationRule *iRule;
FloatArray f, r;
FloatMatrix n;
TransportMaterial *mat = ( ( TransportMaterial * ) this->giveMaterial() );
GaussPoint *gp;
// force updating ip values
for ( i = 0; i < numberOfIntegrationRules; i++ ) {
iRule = integrationRulesArray [ i ];
for ( j = 0; j < iRule->giveNumberOfIntegrationPoints(); j++ ) {
gp = iRule->getIntegrationPoint(j);
this->computeNmatrixAt( n, *gp->giveCoordinates() );
this->computeVectorOf(EID_ConservationEquation, VM_Total, stepN, r);
f.beProductOf(n, r);
mat->updateInternalState(f, gp, stepN);
}
}
}
void
Quad10_2D_SUPG :: computeLSICTerm(FloatMatrix &answer, TimeStep *atTime)
{
int undofs = this->computeNumberOfDofs(EID_MomentumBalance);
double dV, rho;
GaussPoint *gp;
FloatMatrix b;
answer.resize(undofs, undofs);
answer.zero();
IntegrationRule *iRule = this->integrationRulesArray [ 1 ];
for ( int k = 0; k < iRule->giveNumberOfIntegrationPoints(); k++ ) {
gp = iRule->getIntegrationPoint(k);
dV = this->computeVolumeAround(gp);
rho = this->giveMaterial()->give('d', gp);
this->computeDivUMatrix(b, gp);
answer.plusProductSymmUpper(b, b, dV * rho);
}
answer.symmetrized();
}
void
Quad10_2D_SUPG :: computeMassEpsilonTerm(FloatMatrix &answer, TimeStep *atTime)
{
// to compute t_pspg
int pndofs = this->computeNumberOfDofs(EID_ConservationEquation);
int undofs = this->computeNumberOfDofs(EID_MomentumBalance);
double dV;
FloatMatrix g, n;
GaussPoint *gp;
answer.resize(pndofs, undofs);
answer.zero();
IntegrationRule *iRule = this->integrationRulesArray [ 1 ];
for ( int k = 0; k < iRule->giveNumberOfIntegrationPoints(); k++ ) {
gp = iRule->getIntegrationPoint(k);
this->computeGradPMatrix(g, gp);
this->computeNuMatrix(n, gp);
dV = this->computeVolumeAround(gp);
answer.plusProductUnsym(g, n, dV);
}
}
void
Quad1MindlinShell3D :: computeSurfaceLoadVectorAt(FloatArray &answer, Load *load,
int iSurf, TimeStep *tStep, ValueModeType mode)
{
BoundaryLoad *surfLoad = static_cast< BoundaryLoad * >(load);
if ( dynamic_cast< ConstantPressureLoad * >(surfLoad) ) { // Just checking the type of b.c.
// EXPERIMENTAL CODE:
IntegrationRule *iRule;
FloatArray n, gcoords, pressure;
answer.resize( 24 );
answer.zero();
//int approxOrder = surfLoad->giveApproxOrder() + this->giveApproxOrder();
iRule = this->integrationRulesArray[ 0 ];
for ( int i = 0; i < iRule->giveNumberOfIntegrationPoints(); i++ ) {
GaussPoint *gp = iRule->getIntegrationPoint(i);
double dV = this->computeVolumeAround(gp);
this->interp.evalN(n, *gp->giveCoordinates(), FEIVoidCellGeometry());
this->interp.local2global(gcoords, *gp->giveCoordinates(), FEIElementGeometryWrapper(this));
surfLoad->computeValueAt(pressure, tStep, gcoords, mode);
answer.at( 3) += n.at(1) * pressure.at(1) * dV;
answer.at( 9) += n.at(2) * pressure.at(1) * dV;
answer.at(15) += n.at(3) * pressure.at(1) * dV;
answer.at(21) += n.at(4) * pressure.at(1) * dV;
}
// Second surface is the outside;
if ( iSurf == 2 ) {
answer.negated();
}
} else {
OOFEM_ERROR("Quad1MindlinShell3D only supports constant pressure boundary load.");
}
}
void
tet21ghostsolid :: computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
{
IntegrationRule *iRule = integrationRulesArray [ giveDefaultIntegrationRule() ];
#ifdef __FM_MODULE
FluidDynamicMaterial *fluidMaterial = static_cast< FluidCrossSection * >( this->giveCrossSection() )->giveFluidMaterial();
#endif
FloatMatrix Kf, G, Kx, D, B, Ed, EdB, dNx;
FloatArray Nlin, dNv;
for (int j = 0; j<iRule->giveNumberOfIntegrationPoints(); j++) {
GaussPoint *gp = iRule->getIntegrationPoint(j);
double detJ = fabs( ( this->interpolation.giveTransformationJacobian( * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) ) ) );
double weight = gp->giveWeight();
this->interpolation.evaldNdx( dNx, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
this->interpolation_lin.evalN( Nlin, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
dNv.resize(30); // dNv = [dN1/dx dN1/dy dN1/dz dN2/dx dN2/dy dN2/dz ... dN10/dz]
for (int k = 0; k<dNx.giveNumberOfRows(); k++) {
dNv.at(k*3+1) = dNx.at(k+1,1);
dNv.at(k*3+2) = dNx.at(k+1,2);
dNv.at(k*3+3) = dNx.at(k+1,3);
}
if (nlGeometry == 0) {
this->computeBmatrixAt(gp, B);
// Fluid part
gp->setMaterialMode(_3dFlow);
#ifdef __FM_MODULE
fluidMaterial->giveDeviatoricStiffnessMatrix(Ed, TangentStiffness, gp, tStep);
#else
OOFEM_ERROR("Fluid module missing\n");
#endif
gp->setMaterialMode(_3dMat);
EdB.beProductOf(Ed, B);
Kf.plusProductSymmUpper(B, EdB, detJ*weight);
// Ghost solid part
EdB.beProductOf(Dghost, B);
Kx.plusProductSymmUpper(B, EdB, detJ*weight);
// Incompressibility part
G.plusDyadUnsym(dNv, Nlin, -detJ*weight);
} else {
OOFEM_ERROR ("No support for large deformations yet!");
}
}
FloatMatrix GT;
GT.beTranspositionOf(G);
//GTdeltat.beTranspositionOf(G);
//GTdeltat.times(deltat);
Kf.symmetrized();
Kx.symmetrized();
// Kf.printYourself();
// G.printYourself();
// GT.printYourself();
// Kx.printYourself();
answer.resize(64, 64);
answer.zero();
#define USEUNCOUPLED 0
#if USEUNCOUPLED == 1
// Totaly uncoupled
answer.assemble(Kf, momentum_ordering, momentum_ordering);
answer.assemble(G, momentum_ordering, conservation_ordering);
answer.assemble(GT, conservation_ordering, momentum_ordering);
answer.assemble(Kx, ghostdisplacement_ordering, ghostdisplacement_ordering);
#else
answer.assemble(Kf, ghostdisplacement_ordering, ghostdisplacement_ordering);
answer.assemble(Kf, ghostdisplacement_ordering, momentum_ordering);
answer.assemble(G, ghostdisplacement_ordering, conservation_ordering);
answer.assemble(GT, conservation_ordering, ghostdisplacement_ordering);
answer.assemble(GT, conservation_ordering, momentum_ordering);
answer.assemble(Kx, momentum_ordering, ghostdisplacement_ordering);
#endif
//answer.printYourself();
}
void
tet21ghostsolid :: giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
{
IntegrationRule *iRule = integrationRulesArray [ giveDefaultIntegrationRule() ];
#ifdef __FM_MODULE
FluidDynamicMaterial *fluidMaterial = static_cast< FluidCrossSection * >( this->giveCrossSection() )->giveFluidMaterial();
#endif
FloatMatrix Kf, G, Kx, B, Ed, dNx;
FloatArray Strain, Stress, Nlin, dNv, a, aVelocity, aPressure, aGhostDisplacement, fluidStress, epsf;
FloatArray momentum, conservation, auxstress;
double pressure, epsvol;
this->computeVectorOf( VM_Total, tStep, a);
if (!tStep->isTheFirstStep()) {
// a.printYourself();
}
aVelocity.beSubArrayOf(a, momentum_ordering);
aPressure.beSubArrayOf(a, conservation_ordering);
aGhostDisplacement.beSubArrayOf(a, ghostdisplacement_ordering);
for (int j = 0; j<iRule->giveNumberOfIntegrationPoints(); j++) {
GaussPoint *gp = iRule->getIntegrationPoint(j);
double detJ = fabs( ( this->interpolation.giveTransformationJacobian( * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) ) ) );
double weight = gp->giveWeight();
this->interpolation.evaldNdx( dNx, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
this->interpolation_lin.evalN( Nlin, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
dNv.resize(30);
for (int k = 0; k<dNx.giveNumberOfColumns(); k++) {
dNv.at(k*3+1) = dNx.at(1,k+1);
dNv.at(k*3+2) = dNx.at(2,k+1);
dNv.at(k*3+3) = dNx.at(3,k+1);
}
if (nlGeometry == 0) {
this->computeBmatrixAt(gp, B);
epsf.beProductOf(B, aVelocity);
pressure = Nlin.dotProduct(aPressure);
// Fluid part
gp->setMaterialMode(_3dFlow);
#ifdef __FM_MODULE
fluidMaterial->computeDeviatoricStressVector(fluidStress, epsvol, gp, epsf, pressure, tStep);
#else
OOFEM_ERROR("Missing FM module");
#endif
gp->setMaterialMode(_3dMat);
momentum.plusProduct(B, fluidStress, detJ*weight);
momentum.add(-pressure * detJ * weight, dNv);
conservation.add(epsvol * detJ * weight, Nlin);
// Ghost solid part
Strain.beProductOf(B, aGhostDisplacement);
Stress.beProductOf(Dghost, Strain);
auxstress.plusProduct(B, Stress, detJ * weight);
} else {
OOFEM_ERROR("No support for large deformations yet!");
}
}
answer.resize(64);
answer.zero();
#if USEUNCOUPLED == 1
// Totaly uncoupled
answer.assemble(momentum, momentum_ordering);
answer.assemble(conservation, conservation_ordering);
answer.assemble(auxstress, ghostdisplacement_ordering);
#else
answer.assemble(momentum, ghostdisplacement_ordering);
answer.assemble(conservation, conservation_ordering);
answer.assemble(auxstress, momentum_ordering);
#endif
// Test linear
/* if (this->giveNumber() == 364) {
FloatMatrix K;
FloatArray ans;
this->computeStiffnessMatrix(K, TangentStiffness, tStep);
ans.beProductOf(K, a);
ans.printYourself();
answer.printYourself();
} */
}
void
tet21ghostsolid :: computeLoadVector(FloatArray &answer, Load *load, CharType type, ValueModeType mode, TimeStep *tStep)
{
answer.resize(64);
answer.zero();
if ( type != ExternalForcesVector ) {
answer.resize(0);
return;
}
#ifdef __FM_MODULE
FluidDynamicMaterial *mat = static_cast< FluidCrossSection * >( this->giveCrossSection() )->giveFluidMaterial();
#endif
IntegrationRule *iRule = this->integrationRulesArray [ 0 ];
FloatArray N, gVector, temparray(30), dNv, u, inc, u_prev, vload;
FloatMatrix dNx, G;
load->computeComponentArrayAt(gVector, tStep, VM_Total);
temparray.zero();
vload.resize(4);
vload.zero();
this->giveDisplacementsIncrementData(u_prev, u, inc, tStep);
for ( int k = 0; k < iRule->giveNumberOfIntegrationPoints(); k++ ) {
GaussPoint *gp = iRule->getIntegrationPoint(k);
FloatArray *lcoords = gp->giveNaturalCoordinates();
double detJ = fabs( this->interpolation.giveTransformationJacobian( * lcoords, FEIElementGeometryWrapper(this) ) );
double dA = detJ * gp->giveWeight();
// Body load
if ( gVector.giveSize() ) {
#ifdef __FM_MODULE
double rho = mat->give('d', gp);
#else
OOFEM_ERROR("Missing FM module");
double rho = 1.0;
#endif
this->interpolation.evalN( N, * lcoords, FEIElementGeometryWrapper(this) );
for ( int j = 0; j < N.giveSize(); j++ ) {
temparray(3 * j + 0) += N(j) * rho * gVector(0) * dA;
temparray(3 * j + 1) += N(j) * rho * gVector(1) * dA;
temparray(3 * j + 2) += N(j) * rho * gVector(2) * dA;
}
}
// "load" from previous step
this->interpolation.evaldNdx( dNx, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
this->interpolation_lin.evalN( N, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
dNv.resize(30);
for (int k = 0; k<dNx.giveNumberOfColumns(); k++) {
dNv.at(k*3+1) = dNx.at(1,k+1);
dNv.at(k*3+2) = dNx.at(2,k+1);
dNv.at(k*3+3) = dNx.at(3,k+1);
}
G.plusDyadUnsym(N, dNv, dA);
FloatMatrix GT;
GT.beTranspositionOf(G);
vload.plusProduct(GT, u_prev, -0.0 );
//vload.printYourself();
}
#if USEUNCOUPLED == 1
// Totaly uncoupled
answer.assemble(temparray, this->momentum_ordering);
#else
answer.assemble(temparray, this->ghostdisplacement_ordering);
answer.assemble(vload, this->conservation_ordering);
#endif
// answer.printYourself();
}
void
MatlabExportModule :: doOutputIntegrationPointFields(TimeStep *tStep, FILE *FID)
{
int domainIndex = 1;
Domain *domain = emodel->giveDomain( domainIndex );
// Output header
fprintf( FID, "\n %%%% Export of internal variables in integration points \n\n" );
fprintf( FID, "\n %% for interpretation of internal var. numbers see internalstatetype.h\n");
int numVars = this->internalVarsToExport.giveSize();
// Output the internalVarsToExport-list
fprintf( FID, "\tIntegrationPointFields.InternalVarsToExport = [" );
for ( int i = 1; i <= numVars; i++ ) {
fprintf( FID, "%i ", this->internalVarsToExport.at(i) );
}
fprintf( FID, "];\n" );
if ( this->IPFieldsElSet > 0 ) {
Set *set = domain->giveSet( this->IPFieldsElSet );
elList = set->giveElementList();
}
FloatArray valueArray;
int nelem = this->elList.giveSize();
fprintf( FID, "\tIntegrationPointFields.Elements = cell(%i,1); \n", nelem );
for ( int ielem = 1; ielem <= nelem; ielem++ ) {
Element *el = domain->giveElement( this->elList.at(ielem) );
fprintf( FID, "\tIntegrationPointFields.Elements{%i}.elementNumber = %i; \n", ielem, el->giveNumber());
int numIntRules = el->giveNumberOfIntegrationRules();
fprintf( FID, "\tIntegrationPointFields.Elements{%i}.integrationRule = cell(%i,1); \n", ielem, numIntRules);
for ( int i = 1; i <= numIntRules; i++ ) {
IntegrationRule *iRule = el->giveIntegrationRule(i-1);
fprintf( FID, "\tIntegrationPointFields.Elements{%i}.integrationRule{%i}.ip = cell(%i,1); \n ",
ielem, i, iRule->giveNumberOfIntegrationPoints() );
// Loop over integration points
for ( GaussPoint *ip: *iRule ) {
double weight = ip->giveWeight();
fprintf( FID, "\tIntegrationPointFields.Elements{%i}.integrationRule{%i}.ip{%i}.ipWeight = %e; \n ",
ielem, i, ip->giveNumber(), weight);
// export Gauss point coordinates
fprintf( FID, "\tIntegrationPointFields.Elements{%i}.integrationRule{%i}.ip{%i}.coords = [",
ielem, i, ip->giveNumber());
FloatArray coords;
el->computeGlobalCoordinates( coords, ip->giveNaturalCoordinates() );
for ( int ic = 1; ic <= coords.giveSize(); ic++ ) {
fprintf( FID, "%e ", coords.at(ic) );
}
fprintf( FID, "]; \n" );
// export internal variables
fprintf( FID, "\tIntegrationPointFields.Elements{%i}.integrationRule{%i}.ip{%i}.valArray = cell(%i,1); \n",
ielem, i, ip->giveNumber(), numVars);
for ( int iv = 1; iv <= numVars; iv++ ) {
fprintf( FID, "\tIntegrationPointFields.Elements{%i}.integrationRule{%i}.ip{%i}.valArray{%i} = [",
ielem, i, ip->giveNumber(), iv);
InternalStateType vartype = ( InternalStateType ) this->internalVarsToExport.at(iv);
el->giveIPValue(valueArray, ip, vartype, tStep);
int nv = valueArray.giveSize();
for ( int ic = 1; ic <= nv; ic++ ) {
fprintf( FID, "%.6e ", valueArray.at(ic) );
}
fprintf( FID, "]; \n" );
}
}
}
}
}
void
Quad10_2D_SUPG :: updateStabilizationCoeffs(TimeStep *atTime)
{
double Re, norm_un, mu, mu_min, nu, norm_N, norm_N_d, norm_M_d, norm_LSIC, norm_G_c, norm_M_c, norm_N_c, t_p1, t_p2, t_p3, t_s1, t_s2, t_s3, rho;
FloatMatrix dn, N, N_d, M_d, LSIC, G_c, M_c, N_c;
FloatArray dN, s, lcoords_nodes, u, lcn, dn_a(2), n, u1(8), u2(8);
GaussPoint *gp;
IntegrationRule *iRule;
iRule = integrationRulesArray [ 1 ];
mu_min = 1;
rho = this->giveMaterial()->give('d', integrationRulesArray [ 0 ]->getIntegrationPoint(0));
for ( int j = 0; j < iRule->giveNumberOfIntegrationPoints(); j++ ) {
gp = iRule->getIntegrationPoint(j);
mu = static_cast< FluidDynamicMaterial* >(this->giveMaterial())->giveEffectiveViscosity(gp, atTime);
if ( mu_min > mu ) {
mu_min = mu;
}
nu = mu_min / rho;
}
nu = mu_min / rho;
//this->computeVectorOf(EID_MomentumBalance, VM_Total, atTime->givePreviousStep(), un);
this->computeVectorOf(EID_MomentumBalance, VM_Total, atTime, u);
norm_un = u.computeNorm();
this->computeAdvectionTerm(N, atTime);
this->computeAdvectionDeltaTerm(N_d, atTime);
this->computeMassDeltaTerm(M_d, atTime);
this->computeLSICTerm(LSIC, atTime);
this->computeLinearAdvectionTerm_MC(G_c, atTime);
this->computeMassEpsilonTerm(M_c, atTime);
this->computeAdvectionEpsilonTerm(N_c, atTime);
norm_N = N.computeFrobeniusNorm();
norm_N_d = N_d.computeFrobeniusNorm();
norm_M_d = M_d.computeFrobeniusNorm();
norm_LSIC = LSIC.computeFrobeniusNorm();
norm_G_c = G_c.computeFrobeniusNorm();
norm_M_c = M_c.computeFrobeniusNorm();
norm_N_c = N_c.computeFrobeniusNorm();
if ( ( norm_N == 0 ) || ( norm_N_d == 0 ) || ( norm_M_d == 0 ) ) {
t_supg = 0;
} else {
Re = ( norm_un / nu ) * ( norm_N / norm_N_d );
t_s1 = norm_N / norm_N_d;
t_s2 = atTime->giveTimeIncrement() * ( norm_N / norm_M_d ) * 0.5;
t_s3 = t_s1 * Re;
t_supg = 1. / sqrt( 1. / ( t_s1 * t_s1 ) + 1. / ( t_s2 * t_s2 ) + 1. / ( t_s3 * t_s3 ) );
// t_supg = 0;
}
if ( norm_LSIC == 0 ) {
t_lsic = 0;
} else {
t_lsic = norm_N / norm_LSIC;
// t_lsic = 0;
}
if ( ( norm_G_c == 0 ) || ( norm_N_c == 0 ) || ( norm_M_c == 0 ) ) {
t_pspg = 0;
} else {
Re = ( norm_un / nu ) * ( norm_N / norm_N_d );
t_p1 = norm_G_c / norm_N_c;
t_p2 = atTime->giveTimeIncrement() * ( norm_G_c / norm_M_c ) * 0.5;
t_p3 = t_p1 * Re;
t_pspg = 1. / sqrt( 1. / ( t_p1 * t_p1 ) + 1. / ( t_p2 * t_p2 ) + 1. / ( t_p3 * t_p3 ) );
// t_pspg = 0;
}
//t_pspg = 0;
}
std::vector<std::unique_ptr<EnrichmentItem>> NCPrincipalStress::nucleateEnrichmentItems() {
SpatialLocalizer *octree = this->mpDomain->giveSpatialLocalizer();
XfemManager *xMan = mpDomain->giveXfemManager();
std::vector<std::unique_ptr<EnrichmentItem>> eiList;
// Center coordinates of newly inserted cracks
std::vector<FloatArray> center_coord_inserted_cracks;
// Loop over all elements and all bulk GP.
for(auto &el : mpDomain->giveElements() ) {
int numIR = el->giveNumberOfIntegrationRules();
int csNum = el->giveCrossSection()->giveNumber();
if(csNum == mCrossSectionInd || true) {
for(int irInd = 0; irInd < numIR; irInd++) {
IntegrationRule *ir = el->giveIntegrationRule(irInd);
int numGP = ir->giveNumberOfIntegrationPoints();
for(int gpInd = 0; gpInd < numGP; gpInd++) {
GaussPoint *gp = ir->getIntegrationPoint(gpInd);
// int csNum = gp->giveCrossSection()->giveNumber();
// printf("csNum: %d\n", csNum);
StructuralMaterialStatus *ms = dynamic_cast<StructuralMaterialStatus*>(gp->giveMaterialStatus());
if(ms != NULL) {
const FloatArray &stress = ms->giveTempStressVector();
FloatArray principalVals;
FloatMatrix principalDirs;
StructuralMaterial::computePrincipalValDir(principalVals, principalDirs, stress, principal_stress);
if(principalVals[0] > mStressThreshold) {
// printf("\nFound GP with stress above threshold.\n");
// printf("principalVals: "); principalVals.printYourself();
FloatArray crackNormal;
crackNormal.beColumnOf(principalDirs, 1);
// printf("crackNormal: "); crackNormal.printYourself();
FloatArray crackTangent = {-crackNormal(1), crackNormal(0)};
crackTangent.normalize();
// printf("crackTangent: "); crackTangent.printYourself();
// Create geometry
FloatArray pc = {gp->giveGlobalCoordinates()(0), gp->giveGlobalCoordinates()(1)};
// printf("Global coord: "); pc.printYourself();
FloatArray ps = pc;
ps.add(-0.5*mInitialCrackLength, crackTangent);
FloatArray pe = pc;
pe.add(0.5*mInitialCrackLength, crackTangent);
if(mCutOneEl) {
// If desired, ensure that the crack cuts exactly one element.
Line line(ps, pe);
std::vector<FloatArray> intersecPoints;
// line.computeIntersectionPoints(el.get(), intersecPoints);
for ( int i = 1; i <= el->giveNumberOfDofManagers(); i++ ) {
// int n1 = i;
// int n2 = 0;
// if ( i < el->giveNumberOfDofManagers() ) {
// n2 = i + 1;
// } else {
// n2 = 1;
// }
// const FloatArray &p1 = *(el->giveDofManager(n1)->giveCoordinates());
// const FloatArray &p2 = *(el->giveDofManager(n2)->giveCoordinates());
}
// printf("intersecPoints.size(): %lu\n", intersecPoints.size());
if(intersecPoints.size() == 2) {
ps = std::move(intersecPoints[0]);
pe = std::move(intersecPoints[1]);
}
else {
OOFEM_ERROR("intersecPoints.size() != 2")
}
}
FloatArray points = {ps(0), ps(1), pc(0), pc(1), pe(0), pe(1)};
// double diffX = 0.5*(ps(0) + pe(0)) - pc(0);
// printf("diffX: %e\n", diffX);
// double diffY = 0.5*(ps(1) + pe(1)) - pc(1);
// printf("diffY: %e\n", diffY);
// TODO: Check if nucleation is allowed, by checking for already existing cracks close to the GP.
// Idea: Nucleation is not allowed if we are within an enriched element. In this way, branching is not
// completely prohibited, but we avoid initiating multiple similar cracks.
bool insertionAllowed = true;
Element *el_s = octree->giveElementContainingPoint(ps);
if(el_s) {
if( xMan->isElementEnriched(el_s) ) {
insertionAllowed = false;
}
}
Element *el_c = octree->giveElementContainingPoint(pc);
if(el_c) {
if( xMan->isElementEnriched(el_c) ) {
insertionAllowed = false;
}
}
Element *el_e = octree->giveElementContainingPoint(pe);
if(el_e) {
if( xMan->isElementEnriched(el_e) ) {
insertionAllowed = false;
}
}
for(const auto &x: center_coord_inserted_cracks) {
if( x.distance(pc) < 2.0*mInitialCrackLength) {
insertionAllowed = false;
break;
printf("Preventing insertion.\n");
}
}
if(insertionAllowed) {
int n = xMan->giveNumberOfEnrichmentItems() + 1;
std::unique_ptr<Crack> crack = std::make_unique<Crack>(n, xMan, mpDomain);
// Geometry
std::unique_ptr<BasicGeometry> geom = std::make_unique<PolygonLine>();
geom->insertVertexBack(ps);
geom->insertVertexBack(pc);
geom->insertVertexBack(pe);
crack->setGeometry(std::move(geom));
// Enrichment function
EnrichmentFunction *ef = new HeavisideFunction(1, mpDomain);
crack->setEnrichmentFunction(ef);
// Enrichment fronts
// EnrichmentFront *efStart = new EnrFrontLinearBranchFuncOneEl();
EnrichmentFront *efStart = new EnrFrontCohesiveBranchFuncOneEl();
crack->setEnrichmentFrontStart(efStart);
// EnrichmentFront *efEnd = new EnrFrontLinearBranchFuncOneEl();
EnrichmentFront *efEnd = new EnrFrontCohesiveBranchFuncOneEl();
crack->setEnrichmentFrontEnd(efEnd);
///////////////////////////////////////
// Propagation law
// Options
// double radius = 0.5*mInitialCrackLength, angleInc = 10.0, incrementLength = 0.5*mInitialCrackLength, hoopStressThreshold = 0.0;
// bool useRadialBasisFunc = true;
// PLHoopStressCirc *pl = new PLHoopStressCirc();
// pl->setRadius(radius);
// pl->setAngleInc(angleInc);
// pl->setIncrementLength(incrementLength);
// pl->setHoopStressThreshold(hoopStressThreshold);
// pl->setUseRadialBasisFunc(useRadialBasisFunc);
// PLDoNothing *pl = new PLDoNothing();
PLMaterialForce *pl = new PLMaterialForce();
pl->setRadius(mMatForceRadius);
pl->setIncrementLength(mIncrementLength);
// pl->setIncrementLength(0.25);
// pl->setCrackPropThreshold(0.25);
pl->setCrackPropThreshold(mCrackPropThreshold);
crack->setPropagationLaw(pl);
crack->updateDofIdPool();
center_coord_inserted_cracks.push_back(pc);
eiList.push_back( std::unique_ptr<EnrichmentItem>(std::move(crack)) );
// printf("Nucleating a crack in NCPrincipalStress::nucleateEnrichmentItems.\n");
// printf("el->giveGlobalNumber(): %d\n", el->giveGlobalNumber() );
// We only introduce one crack per element in a single time step.
break;
}
}
}
}
}
} // If correct csNum
}