void
NonStationaryTransportProblem :: updateYourself(TimeStep *tStep)
{
this->updateInternalState(tStep);
EngngModel :: updateYourself(tStep);
///@todo Find a cleaner way to do these cemhyd hacks
#ifdef __CEMHYD_MODULE
for ( auto &domain: this->domainList ) {
for ( int i = 1; i <= domain->giveNumberOfElements(); ++i ) {
TransportElement *elem = static_cast< TransportElement * >( domain->giveElement(i) );
//store temperature and associated volume on each GP before performing averaging
CemhydMat *cem = dynamic_cast< CemhydMat * >( elem->giveMaterial() );
if ( cem ) {
cem->clearWeightTemperatureProductVolume(elem);
cem->storeWeightTemperatureProductVolume(elem, tStep);
}
}
//perform averaging on each material instance
for ( int i = 1; i <= domain->giveNumberOfMaterialModels(); i++ ) {
CemhydMat *cem = dynamic_cast< CemhydMat * >( domain->giveMaterial(i) );
if ( cem ) {
cem->averageTemperature();
}
}
}
#ifdef VERBOSE
VERBOSE_PRINT0("Updated Materials ", 0)
#endif
#endif
}
// needed for CemhydMat
void
NonStationaryTransportProblem :: averageOverElements(TimeStep *tStep)
{
///@todo Verify this, the function is completely unused.
Domain *domain = this->giveDomain(1);
int nelem = domain->giveNumberOfElements();
FloatArray vecTemperature;
for ( int ielem = 1; ielem <= nelem; ielem++ ) {
TransportElement *element = static_cast< TransportElement * >( domain->giveElement(ielem) );
TransportMaterial *mat = static_cast< CemhydMat * >( element->giveMaterial() );
if ( mat ) {
for ( GaussPoint *gp: *element->giveDefaultIntegrationRulePtr() ) {
element->giveIPValue(vecTemperature, gp, IST_Temperature, tStep);
//mat->IP_volume += dV;
//mat->average_temp += vecState.at(1) * dV;
}
}
}
for ( int i = 1; i <= domain->giveNumberOfMaterialModels(); i++ ) {
CemhydMat *mat = static_cast< CemhydMat * >( domain->giveMaterial(i) );
if ( mat ) {
//mat->average_temp /= mat->IP_volume;
}
}
}
void
NLTransientTransportProblem :: applyIC(TimeStep *stepWhenIcApply)
{
Domain *domain = this->giveDomain(1);
NonStationaryTransportProblem :: applyIC(stepWhenIcApply);
// update element state according to given ic
for ( auto &elem : domain->giveElements() ) {
TransportElement *element = static_cast< TransportElement * >( elem.get() );
element->updateInternalState(stepWhenIcApply);
element->updateYourself(stepWhenIcApply);
}
}
void
TransientTransportProblem :: applyIC()
{
Domain *domain = this->giveDomain(1);
OOFEM_LOG_INFO("Applying initial conditions\n");
this->field->applyDefaultInitialCondition();
///@todo It's rather strange that the models need the initial values.
// update element state according to given ic
TimeStep *s = this->giveSolutionStepWhenIcApply();
for ( auto &elem : domain->giveElements() ) {
TransportElement *element = static_cast< TransportElement * >( elem.get() );
element->updateInternalState(s);
element->updateYourself(s);
}
}
// needed for CemhydMat
void
NonStationaryTransportProblem :: averageOverElements(TimeStep *tStep)
{
Domain *domain = this->giveDomain(1);
int ielem, i;
int nelem = domain->giveNumberOfElements();
double dV;
TransportElement *element;
IntegrationRule *iRule;
GaussPoint *gp;
FloatArray vecTemperature;
TransportMaterial *mat;
for ( ielem = 1; ielem <= nelem; ielem++ ) {
element = ( TransportElement * ) domain->giveElement(ielem);
mat = ( TransportMaterial * ) element->giveMaterial();
if ( mat->giveClassID() == CemhydMatClass ) {
iRule = element->giveDefaultIntegrationRulePtr();
for ( i = 0; i < iRule->getNumberOfIntegrationPoints(); i++ ) {
gp = iRule->getIntegrationPoint(i);
dV = element->computeVolumeAround(gp);
element->giveIPValue(vecTemperature, gp, IST_Temperature, tStep);
//mat->IP_volume += dV;
//mat->average_temp += vecState.at(1) * dV;
}
}
}
for ( i = 1; i <= domain->giveNumberOfMaterialModels(); i++ ) {
mat = ( TransportMaterial * ) domain->giveMaterial(i);
if ( mat->giveClassID() == CemhydMatClass ) {
//mat->average_temp /= mat->IP_volume;
}
}
}
void TransportMaterialStatus :: printOutputAt(FILE *File, TimeStep *tNow)
// Print the state variable and the flow vector on the data file.
{
FloatArray flowVec;
TransportElement *transpElem = static_cast< TransportElement * >( gp->giveElement() );
MaterialStatus :: printOutputAt(File, tNow);
fprintf(File, " state");
for ( int i = 1; i <= field.giveSize(); i++ ) {
fprintf( File, " % .4e", field.at(i) );
}
transpElem->computeFlow(flowVec, gp, tNow);
fprintf(File, " flow");
for ( int i = 1; i <= flowVec.giveSize(); i++ ) {
fprintf( File, " % .4e", flowVec.at(i) );
}
fprintf(File, "\n");
}
int
TransportMaterial :: giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)
// IST_Humidity must be overriden!
{
TransportMaterialStatus *ms = static_cast< TransportMaterialStatus * >( this->giveStatus(gp) );
if ( type == IST_Temperature || type == IST_MassConcentration_1 || type == IST_Humidity ) {
FloatArray vec = ms->giveField();
answer = FloatArray{vec.at( ( type == IST_Temperature ) ? 1 : 2 ) };
return 1;
} else if ( type == IST_TemperatureFlow ) {
TransportElement *transpElem = static_cast< TransportElement * >( gp->giveElement() );
transpElem->computeFlow(answer, gp, tStep);
return 1;
} else if ( type == IST_Velocity ) { ///@todo Shouldn't be named velocity.. instead, "MassFlow" or something suitable like that.
answer = ms->giveFlux();
answer.resizeWithValues(3);
return 1;
} else if ( type == IST_PressureGradient ) {
answer = ms->giveGradient();
answer.resizeWithValues(3);
return 1;
} else if ( type == IST_Density ) {
answer = FloatArray{ this->give('d', gp) };
return 1;
} else if ( type == IST_HeatCapacity ) {
answer = FloatArray{ this->give('c', gp) };
return 1;
} else if ( type == IST_ThermalConductivityIsotropic ) {
answer = FloatArray{ this->give('k', gp) };
return 1;
} else if ( type == IST_Maturity ) {
answer = FloatArray{ ms->giveMaturity() };
return 1;
}
return Material :: giveIPValue(answer, gp, type, tStep);
}
void
NonStationaryTransportProblem :: applyIC(TimeStep *stepWhenIcApply)
{
Domain *domain = this->giveDomain(1);
int neq = this->giveNumberOfEquations(EID_ConservationEquation);
FloatArray *solutionVector;
double val;
#ifdef VERBOSE
OOFEM_LOG_INFO("Applying initial conditions\n");
#endif
int nDofs, j, k, jj;
int nman = domain->giveNumberOfDofManagers();
DofManager *node;
Dof *iDof;
UnknownsField->advanceSolution(stepWhenIcApply);
solutionVector = UnknownsField->giveSolutionVector(stepWhenIcApply);
solutionVector->resize(neq);
solutionVector->zero();
for ( j = 1; j <= nman; j++ ) {
node = domain->giveDofManager(j);
nDofs = node->giveNumberOfDofs();
for ( k = 1; k <= nDofs; k++ ) {
// ask for initial values obtained from
// bc (boundary conditions) and ic (initial conditions)
iDof = node->giveDof(k);
if ( !iDof->isPrimaryDof() ) {
continue;
}
jj = iDof->__giveEquationNumber();
if ( jj ) {
val = iDof->giveUnknown(EID_ConservationEquation, VM_Total, stepWhenIcApply);
solutionVector->at(jj) = val;
//update in dictionary, if the problem is growing/decreasing
if ( this->changingProblemSize ) {
iDof->updateUnknownsDictionary(stepWhenIcApply, EID_MomentumBalance, VM_Total, val);
}
}
}
}
int nelem = domain->giveNumberOfElements();
//project initial temperature to integration points
// for ( j = 1; j <= nelem; j++ ) {
// domain->giveElement(j)->updateInternalState(stepWhenIcApply);
// }
#ifdef __CEMHYD_MODULE
// Not relevant in linear case, but needed for CemhydMat for temperature averaging before solving balance equations
// Update element state according to given ic
TransportElement *element;
CemhydMat *cem;
for ( j = 1; j <= nelem; j++ ) {
element = ( TransportElement * ) domain->giveElement(j);
//assign status to each integration point on each element
if ( element->giveMaterial()->giveClassID() == CemhydMatClass ) {
element->giveMaterial()->initMaterial(element); //create microstructures and statuses on specific GPs
element->updateInternalState(stepWhenIcApply); //store temporary unequilibrated temperature
element->updateYourself(stepWhenIcApply); //store equilibrated temperature
cem = ( CemhydMat * ) element->giveMaterial();
cem->clearWeightTemperatureProductVolume(element);
cem->storeWeightTemperatureProductVolume(element, stepWhenIcApply);
}
}
//perform averaging on each material instance of CemhydMatClass
int nmat = domain->giveNumberOfMaterialModels();
for ( j = 1; j <= nmat; j++ ) {
if ( domain->giveMaterial(j)->giveClassID() == CemhydMatClass ) {
cem = ( CemhydMat * ) domain->giveMaterial(j);
cem->averageTemperature();
}
}
#endif //__CEMHYD_MODULE
}
void
NonStationaryTransportProblem :: applyIC(TimeStep *stepWhenIcApply)
{
Domain *domain = this->giveDomain(1);
int neq = this->giveNumberOfDomainEquations( 1, EModelDefaultEquationNumbering() );
FloatArray *solutionVector;
double val;
#ifdef VERBOSE
OOFEM_LOG_INFO("Applying initial conditions\n");
#endif
UnknownsField->advanceSolution(stepWhenIcApply);
solutionVector = UnknownsField->giveSolutionVector(stepWhenIcApply);
solutionVector->resize(neq);
solutionVector->zero();
for ( auto &node : domain->giveDofManagers() ) {
for ( Dof *dof: *node ) {
// ask for initial values obtained from
// bc (boundary conditions) and ic (initial conditions)
if ( !dof->isPrimaryDof() ) {
continue;
}
int jj = dof->__giveEquationNumber();
if ( jj ) {
val = dof->giveUnknown(VM_Total, stepWhenIcApply);
solutionVector->at(jj) = val;
//update in dictionary, if the problem is growing/decreasing
if ( this->changingProblemSize ) {
dof->updateUnknownsDictionary(stepWhenIcApply, VM_Total, val);
}
}
}
}
//project initial temperature to integration points
// for ( int j = 1; j <= nelem; j++ ) {
// domain->giveElement(j)->updateInternalState(stepWhenIcApply);
// }
#ifdef __CEMHYD_MODULE
// Not relevant in linear case, but needed for CemhydMat for temperature averaging before solving balance equations
// Update element state according to given ic
for ( auto &elem : domain->giveElements() ) {
TransportElement *element = static_cast< TransportElement * >( elem.get() );
CemhydMat *cem = dynamic_cast< CemhydMat * >( element->giveMaterial() );
//assign status to each integration point on each element
if ( cem ) {
cem->initMaterial(element); //create microstructures and statuses on specific GPs
element->updateInternalState(stepWhenIcApply); //store temporary unequilibrated temperature
element->updateYourself(stepWhenIcApply); //store equilibrated temperature
cem->clearWeightTemperatureProductVolume(element);
cem->storeWeightTemperatureProductVolume(element, stepWhenIcApply);
}
}
//perform averaging on each material instance of CemhydMatClass
for ( auto &mat : domain->giveMaterials() ) {
CemhydMat *cem = dynamic_cast< CemhydMat * >( mat.get() );
if ( cem ) {
cem->averageTemperature();
}
}
#endif //__CEMHYD_MODULE
}
void
HOMExportModule :: doOutput(TimeStep *tStep, bool forcedOutput)
{
if ( !( testTimeStepOutput(tStep) || forcedOutput ) ) {
return;
}
Domain *d = emodel->giveDomain(1);
int nelem = d->giveNumberOfElements();
double dV, VolTot = 0.;
FloatArray vecState, vecFlow, sumFlow(3);
FloatArray internalSource, capacity;
FloatArray answerArr, answerArr1;
FloatMatrix answerMtrx;
IntArray Mask;
FloatMatrix baseGCS;
sumFlow.zero();
domainType domType = d->giveDomainType();
if ( domType == _HeatTransferMode || domType == _HeatMass1Mode ) {
#ifdef __TM_MODULE
double sumState = 0.;
TransportElement *transpElem;
for ( int ielem = 1; ielem <= nelem; ielem++ ) {
Element *elem = d->giveElement(ielem);
if ( this->matnum.giveSize() == 0 || this->matnum.contains( elem->giveMaterial()->giveNumber() ) ) {
for ( GaussPoint *gp: *elem->giveDefaultIntegrationRulePtr() ) {
dV = elem->computeVolumeAround(gp);
VolTot += dV;
elem->giveIPValue(vecState, gp, IST_Temperature, tStep);
elem->giveIPValue(vecFlow, gp, IST_TemperatureFlow, tStep);
sumState += vecState.at(1) * dV;
vecFlow.resize(3);
vecFlow.times(dV);
sumFlow += vecFlow;
}
}
}
sumState *= ( 1. / VolTot * this->scale );
fprintf(this->stream, "%e % e ", tStep->giveTargetTime(), sumState);
sumFlow.times(1. / VolTot * this->scale);
fprintf( this->stream, "% e % e % e ", sumFlow.at(1), sumFlow.at(2), sumFlow.at(3) );
//add total heat for each material - accumulated energy due to material capacity (J for heat) and internal source (J for heat)
internalSource.resize( d->giveNumberOfCrossSectionModels() );
capacity.resize( d->giveNumberOfCrossSectionModels() );
for ( int ielem = 1; ielem <= nelem; ielem++ ) {
transpElem = static_cast< TransportElement * >( d->giveElement(ielem) );
transpElem->computeInternalSourceRhsVectorAt(answerArr, tStep, VM_Total);
internalSource.at( transpElem->giveCrossSection()->giveNumber() ) += answerArr.sum();
transpElem->giveCharacteristicMatrix(answerMtrx, CapacityMatrix, tStep);
transpElem->computeVectorOf(VM_Incremental, tStep, answerArr);
answerArr1.beProductOf(answerMtrx, answerArr);
capacity.at( transpElem->giveCrossSection()->giveNumber() ) -= answerArr1.sum();
}
internalSource.times( tStep->giveTimeIncrement() );
internalSourceEnergy.add(internalSource);
capacityEnergy.add(capacity);
for ( int i = 1; i <= internalSourceEnergy.giveSize(); i++ ) {
fprintf( this->stream, "% e ", internalSourceEnergy.at(i) );
}
fprintf(this->stream, " ");
for ( int i = 1; i <= capacityEnergy.giveSize(); i++ ) {
fprintf( this->stream, "% e ", capacityEnergy.at(i) );
}
fprintf(this->stream, "\n");
#endif
} else { //structural analysis
#ifdef __SM_MODULE
StructuralElement *structElem;
//int nnodes = d->giveNumberOfDofManagers();
FloatArray VecStrain, VecStress, VecEigStrain, VecEigStrainReduced, tempStrain(6), tempStress(6), tempEigStrain(6), SumStrain(6), SumStress(6), SumEigStrain(6), tempFloatAr, damage;
double sumDamage = 0.;
//stress and strain vectors are always in global c.s.
SumStrain.zero(); //xx, yy, zz, yz, zx, xy
SumStress.zero();
SumEigStrain.zero();
for ( int ielem = 1; ielem <= nelem; ielem++ ) {
Element *elem = d->giveElement(ielem);
tempStrain.zero();
tempStress.zero();
tempEigStrain.zero();
if ( this->matnum.giveSize() == 0 || this->matnum.contains( elem->giveMaterial()->giveNumber() ) ) {
for ( GaussPoint *gp: *elem->giveDefaultIntegrationRulePtr() ) {
structElem = static_cast< StructuralElement * >(elem);
// structElem->computeResultingIPEigenstrainAt(VecEigStrain, tStep, gp, VM_Incremental);
structElem->computeResultingIPEigenstrainAt(VecEigStrainReduced, tStep, gp, VM_Total);
if ( VecEigStrainReduced.giveSize() == 0 ) {
VecEigStrain.resize(0);
} else {
( ( StructuralMaterial * ) structElem->giveMaterial() )->giveFullSymVectorForm( VecEigStrain, VecEigStrainReduced, gp->giveMaterialMode() );
}
dV = elem->computeVolumeAround(gp);
elem->giveIPValue(VecStrain, gp, IST_StrainTensor, tStep);
elem->giveIPValue(VecStress, gp, IST_StressTensor, tStep);
elem->giveIPValue(damage, gp, IST_DamageTensor, tStep);
//truss element has strains and stresses in the first array so transform them to global coordinates
///@todo Should this be the job of giveIPValue to ensure that vectors are given in global c.s.?
if ( dynamic_cast< Truss3d * >(elem) ) {
MaterialMode mmode = _3dMat;
tempStress.at(1) = VecStress.at(1);
tempStrain.at(1) = VecStrain.at(1);
if ( VecEigStrain.giveSize() ) {
tempEigStrain.at(1) = VecEigStrain.at(1);
}
StressVector stressVector1(tempStress, mmode); //convert from array
StressVector stressVector2(mmode);
StrainVector strainVector1(tempStrain, mmode); //convert from array
StrainVector strainVector2(mmode);
StrainVector strainEigVector1(tempEigStrain, mmode); //convert from array
StrainVector strainEigVector2(mmode);
elem->giveLocalCoordinateSystem(baseGCS);
stressVector1.transformTo(stressVector2, baseGCS, 0);
strainVector1.transformTo(strainVector2, baseGCS, 0);
strainEigVector1.transformTo(strainEigVector2, baseGCS, 0);
stressVector2.convertToFullForm(VecStress);
strainVector2.convertToFullForm(VecStrain);
strainEigVector2.convertToFullForm(VecEigStrain);
}
VolTot += dV;
VecStrain.times(dV);
VecStress.times(dV);
VecEigStrain.times(dV);
if ( damage.giveSize() ) { //only for models with damage
sumDamage += damage.at(1) * dV;
}
SumStrain.add(VecStrain);
SumEigStrain.add(VecEigStrain);
SumStress.add(VecStress);
//VecStrain.printYourself();
//VecEigStrain.printYourself();
//SumStrain.printYourself();
}
}
}
//averaging
SumStrain.times(1. / VolTot * this->scale);
SumEigStrain.times(1. / VolTot * this->scale);
SumStress.times(1. / VolTot * this->scale);
sumDamage *= ( 1. / VolTot );
//SumStrain.printYourself();
//SumEigStrain.printYourself();
//SumStress.printYourself();
fprintf( this->stream, "%f ", tStep->giveTargetTime() );
for ( double s: SumStrain ) { //strain
fprintf( this->stream, "%06.5e ", s );
}
fprintf(this->stream, " ");
for ( double s: SumStress ) { //stress
fprintf( this->stream, "%06.5e ", s );
}
fprintf(this->stream, " ");
for ( double s: SumEigStrain ) { //eigenstrain
fprintf( this->stream, "%06.5e ", s );
}
fprintf(this->stream, "Vol %06.5e ", VolTot);
fprintf(this->stream, "AvrDamage %06.5e ", sumDamage);
fprintf(this->stream, "\n");
#endif
}
fflush(this->stream);
}
