oofem::TimeStep Class Reference

#include <timestep.h>

Collaboration diagram for oofem::TimeStep:

Protected Attributes
EngngModel *	eModel
	Engineering model reference.
double	targetTime
	Current target time, which represents time at the end of a time step.
double	intrinsicTime
	Current intrinsic time, which may represents imposing time of boundary condition or time entering constitutive laws.
double	deltaT
	Current intrinsic time increment.
StateCounterType	solutionStateCounter
	Solution state counter.
int	number
	Receiver's number.
int	version
int	subStepNumber
int	mStepNumber
	Corresponding meta step number.
TimeDiscretizationType	timeDiscretization
	Time discretization.

Generic attributes to track solution status
int	numberOfIterations
	Number of itarations needed to achieve convergence.
int	numberOfAttempts
	Number of attempts (reduction ot time incerement, etc) needed to reach convergence.
ConvergedReason	convergedReason
	Status of solution step (Converged,.
double	solutionTime
	time step solution time in seconds
	TimeStep (int n, EngngModel *e, int mn, double tt, double dt, StateCounterType counter, TimeDiscretizationType td=TD_Unspecified)
	TimeStep (const TimeStep &)
	TimeStep (const TimeStep &previous, double dt)
	Convenience ctor for constructing the next timestep based on the previous one.
	TimeStep (EngngModel *e)
TimeStep &	operator= (const TimeStep &)
int	giveNumber ()
	Returns receiver's number.
void	setNumber (int i)
	Set receiver's number.
int	giveVersion ()
	Returns receiver's version.
int	giveMetaStepNumber ()
	Returns receiver's meta step number.
void	setMetaStepNumber (int msn)
	Set meta step number.
int	giveSubStepNumber ()
	Returns receiver's substep number.
const char *	giveClassName () const
TimeStep *	givePreviousStep ()
	Returns pointer to previous solution step.
double	giveTargetTime ()
	Returns target time.
double	giveIntrinsicTime ()
	Returns intrinsic time, e.g. time in which constitutive model is evaluated.
double	giveTimeIncrement ()
	Returns solution step associated time increment.
void	setTimeIncrement (double newDt)
	Sets solution step time increment.
void	setTime (double newt)
	Sets target and intrinsic time to be equal.
void	setTargetTime (double newt)
	Sets only target time.
void	setIntrinsicTime (double newt)
	Sets only intrinsic time.
void	setTimeDiscretization (TimeDiscretizationType td)
	Sets time discretization.
bool	isNotTheLastStep ()
bool	isTheFirstStep ()
bool	isTheCurrentTimeStep ()
void	setTimeStepReductionFactor (double tsrf)
bool	isIcApply ()
StateCounterType	giveSolutionStateCounter ()
void	incrementStateCounter ()
	Updates solution state counter.
void	incrementVersion ()
	Increments receiver's version.
void	incrementSubStepNumber ()
	Increments receiver's substep number.
TimeDiscretizationType	giveTimeDiscretization ()
	Returns time discretization.
void	initializeFrom (InputRecord &ir)
void	saveContext (DataStream &stream)
void	restoreContext (DataStream &stream)
std::string	errorInfo (const char *func)

Detailed Description

Class representing solution step. The timeStep instance may represent either time step, load increment, or load case depending on used Engineering model. See corresponding EngngModel reference for details. TimeStep maintains a reference to corresponding Engineering model class instance.

The class hold target time, which may represent the end of time interval. In addition, there is intrinsic time, which is normally set the same as target time. Intrinsic (assembly) time is used especially in constitutive laws, where the material law is not meant to be evaluated at target time. Also, imposing boundary conditions occurs at intrinsic time by default. This reflects changes of static system and proper equation numbering during each timeStep.

Some components (typically integration points real stresses or integration points nonlocal values) are computationally very demanding. Because in typical code, there are number of requests for same value during the computation process, it may be efficient to store these values and compute them only once. The principal problem is to recognize, when is necessary to re-compute these stored values to reflect newly reached state. This cannot be determined form solution step "time", because solution step may represent for example load increment, inside which typically many iterations are needed to reach convergence. For this purpose, a concept of solution state counters is provided. Whenever the solution state changes, the engineering model updates the solution state counter. The solution state counter is guaranteed to grow up smoothly (it newer decreases) during solution process. Other components of program (integration points) can then store their computationally expensive values but have to store also corresponding solution state counter value valid when these were computed. Then, easy check is done for finding differences between frozen solution state counter and their value with current solution state requested from solution step and recompute the values if necessary.

Definition at line 81 of file timestep.h.

Constructor & Destructor Documentation

TimeStep() [1/4]

oofem::TimeStep::TimeStep	(	int	n,
		EngngModel *	e,
		int	mn,
		double	tt,
		double	dt,
		StateCounterType	counter,
		TimeDiscretizationType	td = TD_Unspecified )

Creates a new solution step.

Parameters

n	Solution step number.
e	Reference to corresponding engng model.
mn	Meta step number.
tt	Intrinsic time.
dt	Intrinsic time increment.
counter	Solution state counter.
td	Time discretization.

Definition at line 49 of file timestep.C.

References convergedReason, oofem::CR_UNKNOWN, deltaT, eModel, intrinsicTime, mStepNumber, number, numberOfAttempts, numberOfIterations, solutionStateCounter, solutionTime, subStepNumber, targetTime, timeDiscretization, and version.

Referenced by givePreviousStep(), operator=(), TimeStep(), and TimeStep().

TimeStep() [2/4]

oofem::TimeStep::TimeStep

(

const TimeStep &

src

)

Definition at line 75 of file timestep.C.

References convergedReason, deltaT, eModel, intrinsicTime, mStepNumber, number, numberOfAttempts, numberOfIterations, solutionStateCounter, solutionTime, subStepNumber, targetTime, timeDiscretization, TimeStep(), and version.

TimeStep() [3/4]

oofem::TimeStep::TimeStep	(	const TimeStep &	previous,
		double	dt )

Convenience ctor for constructing the next timestep based on the previous one.

Definition at line 93 of file timestep.C.

References convergedReason, oofem::CR_UNKNOWN, deltaT, eModel, intrinsicTime, mStepNumber, number, numberOfAttempts, numberOfIterations, solutionStateCounter, solutionTime, subStepNumber, targetTime, timeDiscretization, TimeStep(), and version.

TimeStep() [4/4]

oofem::TimeStep::TimeStep

(

EngngModel *

e

)

Definition at line 57 of file timestep.C.

References convergedReason, oofem::CR_UNKNOWN, deltaT, eModel, intrinsicTime, mStepNumber, number, numberOfAttempts, numberOfIterations, solutionStateCounter, solutionTime, subStepNumber, targetTime, oofem::TD_Unspecified, timeDiscretization, and version.

Member Function Documentation

errorInfo()

std::string oofem::TimeStep::errorInfo ( const char * func )

inline

Definition at line 234 of file timestep.h.

giveClassName()

const char * oofem::TimeStep::giveClassName ( ) const

inline

Returns class name of receiver.

Returns

Pointer to s parameter filled with name.

Definition at line 160 of file timestep.h.

giveIntrinsicTime()

double oofem::TimeStep::giveIntrinsicTime ( )

inline

Returns intrinsic time, e.g. time in which constitutive model is evaluated.

Definition at line 166 of file timestep.h.

References intrinsicTime.

Referenced by oofem::LinearConstraintBC::assemble(), oofem::LinearConstraintBC::assembleVector(), oofem::MPSMaterial::computePsiE(), oofem::MacroLSpace::computeStiffnessMatrix(), oofem::StructuralMaterial::computeStressIndependentStrainVector(), oofem::StructuralMaterial::computeStressIndependentStrainVector_3d(), oofem::UsrDefBoundaryLoad::computeValueAt(), oofem::FluidMaterialEvaluator::doStepOutput(), oofem::StructuralMaterialEvaluator::doStepOutput(), oofem::Function::evaluate(), oofem::ExpressionField::evaluateAt(), oofem::VoxelVOFField::evaluateAt(), oofem::VoxelVOFField::evaluateAt(), oofem::BoundaryCondition::give(), oofem::IsotropicLinearElasticMaterial::give1dStressStiffMtrx(), oofem::LinearElasticMaterial::give3dMaterialStiffnessMatrix(), oofem::OrthotropicLinearElasticMaterial::give3dMaterialStiffnessMatrix(), oofem::SimpleVitrificationMaterial::give3dMaterialStiffnessMatrix(), oofem::MacroLSpace::giveInternalForcesVector(), oofem::IsotropicLinearElasticMaterial::givePlaneStrainStiffMtrx(), oofem::IsotropicLinearElasticMaterial::givePlaneStressStiffMtrx(), oofem::HydratingConcreteMat::GivePower(), oofem::IsotropicHeatTransferMaterial::giveProperty(), oofem::SimpleVitrificationMaterial::giveRealStressVector_3d(), oofem::LinearElasticMaterial::giveRealStressVector_Warping(), oofem::MisesMat::giveS(), oofem::SimpleVitrificationMaterial::giveThermalDilatationVector(), oofem::Element::isActivated(), oofem::Element::isCast(), oofem::HydratingConcreteMatStatus::printOutputAt(), oofem::NonLinearStatic::proceedStep(), oofem::FluidMaterialEvaluator::solveYourself(), oofem::StructuralMaterialEvaluator::solveYourself(), oofem::StaticStructural::solveYourselfAt(), oofem::HydratingConcreteMatStatus::updateYourself(), and oofem::NLTransientTransportProblem::updateYourself().

giveMetaStepNumber()

int oofem::TimeStep::giveMetaStepNumber ( )

inline

Returns receiver's meta step number.

Definition at line 150 of file timestep.h.

References mStepNumber.

Referenced by oofem::AdaptiveNonLinearStatic::assembleInitialLoadVector(), oofem::SolutionStatusExportModule::doOutput(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::NonLinearStatic::proceedStep(), oofem::HuertaErrorEstimator::setupRefinedProblemProlog(), oofem::AdditiveManufacturingProblem::solveYourself(), oofem::EigenValueDynamic::solveYourself(), oofem::StaggeredProblem::solveYourself(), oofem::FreeWarping::solveYourselfAt(), oofem::LinearStability::solveYourselfAt(), oofem::LinearStatic::solveYourselfAt(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::Pdelta::solveYourselfAt(), oofem::PFEM::solveYourselfAt(), oofem::StaticStructural::solveYourselfAt(), oofem::StokesFlow::solveYourselfAt(), oofem::NonLinearStatic::updateComponent(), oofem::NonLinearStatic::updateLoadVectors(), and oofem::NonLinearStatic::updateMatrix().

giveNumber()

int oofem::TimeStep::giveNumber ( )

inline

Returns receiver's number.

Definition at line 144 of file timestep.h.

References number.

Referenced by oofem::PrimaryField::advanceSolution(), oofem::AdaptiveNonLinearStatic::assembleInitialLoadVector(), oofem::BeamElementErrorCheckingRule::check(), oofem::EigenValueErrorCheckingRule::check(), oofem::ElementErrorCheckingRule::check(), oofem::InternalElementDofManErrorCheckingRule::check(), oofem::LoadLevelErrorCheckingRule::check(), oofem::NodeErrorCheckingRule::check(), oofem::ReactionErrorCheckingRule::check(), oofem::WeakPeriodicBoundaryCondition::computeElementTangent(), oofem::LatticeNeumannCouplingNode::computeLoadCouplingContribution(), oofem::tet21ghostsolid::computeStiffnessMatrix(), oofem::LatticeDirichletCouplingNode::computeUnknownCouplingContribution(), oofem::WallClockLoadBalancerMonitor::decide(), oofem::LEPlic::doInterfaceRemapping(), oofem::OutputExportModule::doOutput(), oofem::SolutionStatusExportModule::doOutput(), oofem::VTKXMLExportModule::doOutput(), oofem::VTKXMLXFemExportModule::doOutput(), oofem::HuertaErrorEstimator::estimateError(), oofem::HuertaRemeshingCriteria::estimateMeshDensities(), oofem::frictionShouldBeConsidered(), oofem::ExportModule::giveOutputBaseFileName(), oofem::MatlabExportModule::giveOutputStream(), oofem::HydratingConcreteMat::GivePower(), oofem::MasterDof::giveUnknown(), oofem::MasterDof::giveUnknown(), oofem::CBS::giveUnknownDictHashIndx(), oofem::DGProblem::giveUnknownDictHashIndx(), oofem::EigenValueDynamic::giveUnknownDictHashIndx(), oofem::IncrementalLinearStatic::giveUnknownDictHashIndx(), oofem::LinearStability::giveUnknownDictHashIndx(), oofem::MPMProblem::giveUnknownDictHashIndx(), oofem::NLTransientTransportProblem::giveUnknownDictHashIndx(), oofem::PFEM::giveUnknownDictHashIndx(), oofem::StaticStructural::giveUnknownDictHashIndx(), oofem::SUPG::giveUnknownDictHashIndx(), oofem::TransientTransportProblem::giveUnknownDictHashIndx(), oofem::NlDEIDynamic::printOutputAt(), oofem::NonLinearDynamic::printOutputAt(), oofem::NonLinearStatic::printOutputAt(), oofem::NonLinearStatic::proceedStep(), oofem::PrimaryField::resolveIndx(), oofem::EngngModel::saveStepContext(), oofem::FE2FluidMaterialStatus::setTimeStep(), oofem::RVEStokesFlowMaterialStatus::setTimeStep(), oofem::StructuralFE2MaterialStatus::setTimeStep(), oofem::StructuralSlipFE2MaterialStatus::setTimeStep(), oofem::HuertaErrorEstimator::setupRefinedProblemProlog(), oofem::CylindricalALM::solve(), oofem::IntElLine1PF::solveForLocalDamage(), oofem::HuertaErrorEstimator::solveRefinedElementProblem(), oofem::HuertaErrorEstimator::solveRefinedPatchProblem(), oofem::HuertaErrorEstimator::solveRefinedWholeProblem(), oofem::AdditiveManufacturingProblem::solveYourself(), oofem::StaggeredProblem::solveYourself(), oofem::AdditiveManufacturingProblem::solveYourselfAt(), oofem::DEIDynamic::solveYourselfAt(), oofem::DGProblem::solveYourselfAt(), oofem::DIIDynamic::solveYourselfAt(), oofem::FluidStructureProblem::solveYourselfAt(), oofem::IncrementalLinearStatic::solveYourselfAt(), oofem::MPMProblem::solveYourselfAt(), oofem::NlDEIDynamic::solveYourselfAt(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::NonLinearDynamic::solveYourselfAt(), oofem::NonStationaryTransportProblem::solveYourselfAt(), oofem::PFEM::solveYourselfAt(), oofem::StaggeredProblem::solveYourselfAt(), oofem::StaticStructural::solveYourselfAt(), oofem::StationaryMPMSProblem::solveYourselfAt(), oofem::StationaryTransportProblem::solveYourselfAt(), oofem::StokesFlow::solveYourselfAt(), oofem::SUPG::solveYourselfAt(), oofem::TransientTransportProblem::solveYourselfAt(), oofem::LinearStability::terminateLinStatic(), oofem::ExportModule::testTimeStepOutput(), oofem::OutputManager::testTimeStepOutput(), oofem::NonLinearStatic::updateComponent(), oofem::HydratingHeMoMaterial::updateInternalState(), oofem::HydratingIsoHeatMaterial::updateInternalState(), oofem::NonLinearStatic::updateMatrix(), oofem::AdaptiveNonLinearStatic::updateYourself(), oofem::ErrorCheckingExportModule::writeCheck(), and oofem::GeometryBasedEI::writeVtkDebug().

givePreviousStep()

TimeStep * oofem::TimeStep::givePreviousStep

(

)

Returns pointer to previous solution step.

Definition at line 132 of file timestep.C.

References eModel, isTheCurrentTimeStep(), OOFEM_ERROR, and TimeStep().

Referenced by oofem::DGProblem::assembleDirichletBcRhsVector(), oofem::ContactBoundaryCondition::assembleExtrapolatedForces(), oofem::EngngModel::assembleExtrapolatedForces(), oofem::SUPGElement2::computeAccelerationTerm_MB(), oofem::TR1_2D_SUPG2::computeAccelerationTerm_MB(), oofem::TR1_2D_SUPG2_AXI::computeAccelerationTerm_MB(), oofem::TR1_2D_SUPG::computeAccelerationTerm_MB(), oofem::TR1_2D_SUPG_AXI::computeAccelerationTerm_MB(), oofem::SUPGElement2::computeAdvectionDerivativeTerm_MB(), oofem::TR1_2D_SUPG2::computeAdvectionDerivativeTerm_MB(), oofem::TR1_2D_SUPG2_AXI::computeAdvectionDerivativeTerm_MB(), oofem::TR1_2D_SUPG::computeAdvectionDerivativeTerm_MB(), oofem::TR1_2D_SUPG_AXI::computeAdvectionDerivativeTerm_MB(), oofem::TR1_2D_SUPG2::computeAdvectionDerivativeTerm_MC(), oofem::TR1_2D_SUPG2_AXI::computeAdvectionDerivativeTerm_MC(), oofem::TR1_2D_SUPG::computeAdvectionDerivativeTerm_MC(), oofem::TR1_2D_SUPG_AXI::computeAdvectionDerivativeTerm_MC(), oofem::SUPGElement2::computeAdvectionTerm_MB(), oofem::TR1_2D_SUPG2::computeAdvectionTerm_MB(), oofem::TR1_2D_SUPG2_AXI::computeAdvectionTerm_MB(), oofem::TR1_2D_SUPG::computeAdvectionTerm_MB(), oofem::TR1_2D_SUPG_AXI::computeAdvectionTerm_MB(), oofem::TR1_2D_SUPG2::computeAdvectionTerm_MC(), oofem::TR1_2D_SUPG2_AXI::computeAdvectionTerm_MC(), oofem::TR1_2D_SUPG::computeAdvectionTerm_MC(), oofem::TR1_2D_SUPG_AXI::computeAdvectionTerm_MC(), oofem::MPSMaterial::computeAutogenousShrinkageDefinedByTF(), oofem::MPSMaterial::computeB4AutogenousShrinkageStrainVector(), oofem::SUPGElement2::computeBCRhsTerm_MB(), oofem::TR1_2D_SUPG2::computeBCRhsTerm_MB(), oofem::TR1_2D_SUPG2_AXI::computeBCRhsTerm_MB(), oofem::TR1_2D_SUPG::computeBCRhsTerm_MB(), oofem::TR1_2D_SUPG_AXI::computeBCRhsTerm_MB(), oofem::TR1_2D_CBS::computeConvectionTermsI(), oofem::TR1_2D_CBS::computeCorrectionRhs(), oofem::TR1_2D_CBS::computeDensityRhsPressureTerms(), oofem::SUPGElement2::computeDiffusionDerivativeTerm_MB(), oofem::TR1_2D_SUPG2_AXI::computeDiffusionDerivativeTerm_MB(), oofem::TR1_2D_SUPG_AXI::computeDiffusionDerivativeTerm_MB(), oofem::SUPGElement2::computeDiffusionTerm_MB(), oofem::TR1_2D_SUPG2_AXI::computeDiffusionTerm_MB(), oofem::TR1_2D_SUPG_AXI::computeDiffusionTerm_MB(), oofem::Eurocode2CreepMaterial::computeEquivalentMaturity(), oofem::MPSMaterial::computeEquivalentTime(), oofem::MPSMaterial::computeFibAutogenousShrinkageStrainVector(), oofem::MPSMaterial::computeFlowTermViscosity(), oofem::TR1_2D_SUPG::computeHomogenizedReinforceTerm_MB(), oofem::LatticeNeumannCouplingNode::computeLoadCouplingContribution(), oofem::SUPGElement2::computeLoadVector(), oofem::TR1_2D_SUPG::computeLoadVector(), oofem::TR1_2D_SUPG_AXI::computeLoadVector(), oofem::SUPGElement2::computePressureTerm_MB(), oofem::TR1_2D_SUPG2::computePressureTerm_MB(), oofem::TR1_2D_SUPG2_AXI::computePressureTerm_MB(), oofem::TR1_2D_SUPG::computePressureTerm_MB(), oofem::TR1_2D_SUPG_AXI::computePressureTerm_MB(), oofem::tet21ghostsolid::computeStiffnessMatrix(), oofem::NLTransientTransportProblem::createPreviousSolutionInDofUnknownsDictionary(), oofem::LEPlic::doLagrangianPhase(), oofem::MPSMaterial::giveEModulus(), oofem::MPSMaterial::giveHumidityNano(), oofem::tet21ghostsolid::giveInternalForcesVectorGivenSolution(), oofem::tet21ghostsolid::giveInternalForcesVectorGivenSolutionDebug(), oofem::B3Material::giveShrinkageStrainVector(), oofem::B3SolidMaterial::giveShrinkageStrainVector(), oofem::tet21ghostsolid::giveUnknownData(), oofem::PrimaryField::readDofManager(), oofem::DGProblem::requiresEquationRenumbering(), oofem::MPMProblem::requiresEquationRenumbering(), oofem::StaticStructural::requiresEquationRenumbering(), oofem::TransientTransportProblem::requiresEquationRenumbering(), oofem::CBS::solveYourselfAt(), oofem::DIIDynamic::solveYourselfAt(), oofem::IncrementalLinearStatic::solveYourselfAt(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::NonStationaryTransportProblem::solveYourselfAt(), oofem::PFEM::solveYourselfAt(), oofem::SUPG::solveYourselfAt(), oofem::PrimaryField::storeDofManager(), oofem::TransientTransportProblem::updateComponent(), oofem::IncrementalLinearStatic::updateDofUnknownsDictionary(), oofem::SUPG::updateDofUnknownsDictionary_predictor(), oofem::TransientTransportProblem::updateInternalRHS(), oofem::LevelSetPCS::updatePosition(), oofem::Tet1_3D_SUPG::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG2::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG2_AXI::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG_AXI::updateStabilizationCoeffs(), oofem::TR21_2D_SUPG::updateStabilizationCoeffs(), and oofem::ScalarAdvectionRhsAssembler::vectorFromElement().

giveSolutionStateCounter()

StateCounterType oofem::TimeStep::giveSolutionStateCounter ( )

inline

Returns current solution state counter.

Definition at line 211 of file timestep.h.

References solutionStateCounter.

Referenced by oofem::MMAShapeFunctProjection::__init(), oofem::ExternalTemperatureFieldLoad::computeValueAt(), oofem::DKTPlate::computeVertexBendingMoments(), oofem::HuertaErrorEstimator::estimateError(), oofem::ZZErrorEstimator::estimateError(), oofem::DirectErrorIndicatorRC::estimateMeshDensities(), oofem::HuertaRemeshingCriteria::estimateMeshDensities(), oofem::ZZRemeshingCriteria::estimateMeshDensities(), oofem::NodalAveragingRecoveryModel::recoverValues(), oofem::SPRNodalRecoveryModel::recoverValues(), oofem::ZZNodalRecoveryModel::recoverValues(), oofem::HuertaErrorEstimator::saveContext(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::StaticStructural::updateComponent(), oofem::NonlocalMaterialExtensionInterface::updateDomainBeforeNonlocAverage(), oofem::StructuralEngngModel::updateInternalRHS(), oofem::HydratingHeMoMaterial::updateInternalState(), oofem::HydratingIsoHeatMaterial::updateInternalState(), oofem::NonStationaryTransportProblem::updateInternalState(), oofem::StructuralEngngModel::updateInternalState(), oofem::LIBeam3dNL2::updateTempQuaternion(), oofem::LIBeam3d2::updateTempTriad(), and oofem::LIBeam3dNL::updateTempTriad().

giveSubStepNumber()

int oofem::TimeStep::giveSubStepNumber ( )

inline

Returns receiver's substep number.

Definition at line 155 of file timestep.h.

References subStepNumber.

Referenced by oofem::VTKXMLExportModule::doOutput(), oofem::ExportModule::giveOutputBaseFileName(), and oofem::MatlabExportModule::giveOutputStream().

giveTargetTime()

double oofem::TimeStep::giveTargetTime ( )

inline

Returns target time.

Definition at line 164 of file timestep.h.

References targetTime.

Referenced by oofem::PrimaryField::applyBoundaryCondition(), oofem::PrimaryField::applyBoundaryCondition(), oofem::NRSolver::applyConstraintsToLoadIncrement(), oofem::NLTransientTransportProblem::assembleAlgorithmicPartOfRhs(), oofem::PrescribedGradientBCNeumann::assembleVector(), oofem::TransportGradientNeumann::assembleVector(), oofem::PrescribedDispSlipBCNeumannRC::assembleVectorBStress(), oofem::PrescribedDispSlipBCNeumannRC::assembleVectorRStress(), oofem::PrescribedDispSlipBCNeumannRC::assembleVectorStress(), oofem::StructuralPythonMaterial::callStressFunction(), oofem::StructuralPythonMaterial::callTangentFunction(), oofem::PrescribedGradientBCWeak::computeExtForceElContrib(), oofem::MPSMaterial::computeFlowTermViscosity(), oofem::CemhydMat::computeInternalSourceVector(), oofem::NlIsoMoistureMaterial::computeInternalSourceVector(), oofem::B3Material::computeShrinkageStrainVector(), oofem::MacroLSpace::computeStiffnessMatrix(), oofem::B3Material::computeTotalAverageShrinkageStrainVector(), oofem::B3SolidMaterial::computeTotalAverageShrinkageStrainVector(), oofem::TF1::computeValueAt(), oofem::UserDefinedTemperatureField::computeValueAt(), oofem::UsrDefBoundaryLoad::computeValueAt(), oofem::TransportElement::computeVof(), oofem::DofManExportModule::doOutput(), oofem::GnuplotExportModule::doOutput(), oofem::GPExportModule::doOutput(), oofem::HOMExportModule::doOutput(), oofem::MatlabExportModule::doOutput(), oofem::OutputExportModule::doOutput(), oofem::POIExportModule::doOutput(), oofem::SolutionStatusExportModule::doOutput(), oofem::VTKExportModule::doOutput(), oofem::VTKHDF5ExportModule::doOutput(), oofem::VTKPFEMXMLExportModule::doOutput(), oofem::VTKXMLExportModule::doOutput(), oofem::VTKXMLXFemExportModule::doOutput(), oofem::VTKXMLLatticeExportModule::doOutputCross(), oofem::VTKXMLLatticeExportModule::doOutputNormal(), oofem::PulseFunction::evaluate(), oofem::TimeCheckingRule::getValue(), oofem::BoundaryCondition::give(), oofem::PrescribedGradientBCPeriodic::giveBcValue(), oofem::TransportGradientPeriodic::giveBcValue(), oofem::HydratingHeMoMaterial::giveCharacteristicValue(), oofem::HydratingIsoHeatMaterial::giveCharacteristicValue(), oofem::B3SolidMaterial::giveEModulus(), oofem::Eurocode2CreepMaterial::giveEModulus(), oofem::KelvinChainMaterial::giveEModulus(), oofem::MaxwellChainMaterial::giveEModulus(), oofem::MPSMaterial::giveEModulus(), oofem::RheoChainMaterial::giveEquivalentTime(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::AbaqusUserElement::giveInternalForcesVector(), oofem::MacroLSpace::giveInternalForcesVector(), oofem::HydratingConcreteMat::GivePower(), oofem::AbaqusUserMaterial::giveRealStressVector_3d(), oofem::Eurocode2CreepMaterial::giveShrinkageStrainVector(), oofem::NlIsoMoistureMaterial::giveTemperature(), oofem::PrescribedGradientBCPeriodic::giveUnknown(), oofem::PrescribedGradientBCPeriodic::giveUnknown(), oofem::TransportGradientPeriodic::giveUnknown(), oofem::TransportGradientPeriodic::giveUnknown(), oofem::NLTransientTransportProblem::giveUnknownComponent(), oofem::NLTransientTransportProblem::giveUnknownDictHashIndx(), oofem::Material::isActivated(), oofem::GnuplotExportModule::outputBoundaryCondition(), oofem::GnuplotExportModule::outputBoundaryCondition(), oofem::GnuplotExportModule::outputBoundaryCondition(), oofem::GnuplotExportModule::outputGradient(), oofem::GnuplotExportModule::outputInterfaceEl(), oofem::GnuplotExportModule::outputMesh(), oofem::GnuplotExportModule::outputReactionForces(), oofem::GnuplotExportModule::outputXFEM(), oofem::GnuplotExportModule::outputXFEMGeometry(), oofem::EngngModel::printOutputAt(), oofem::NlDEIDynamic::printOutputAt(), oofem::NonLinearDynamic::printOutputAt(), oofem::NonLinearStatic::printOutputAt(), oofem::FE2FluidMaterialStatus::setTimeStep(), oofem::RVEStokesFlowMaterialStatus::setTimeStep(), oofem::StructuralFE2MaterialStatus::setTimeStep(), oofem::StructuralSlipFE2MaterialStatus::setTimeStep(), oofem::PatchIntegrationRule::SetUpPointsOnTriangle(), oofem::PatchIntegrationRule::SetUpPointsOnWedge(), oofem::HuertaErrorEstimator::setupRefinedProblemEpilog2(), oofem::HuertaErrorEstimator::setupRefinedProblemProlog(), oofem::AdditiveManufacturingProblem::solveYourself(), oofem::StaggeredProblem::solveYourself(), oofem::AdditiveManufacturingProblem::solveYourselfAt(), oofem::DEIDynamic::solveYourselfAt(), oofem::DGProblem::solveYourselfAt(), oofem::DIIDynamic::solveYourselfAt(), oofem::FluidStructureProblem::solveYourselfAt(), oofem::IncrementalLinearStatic::solveYourselfAt(), oofem::MPMProblem::solveYourselfAt(), oofem::NlDEIDynamic::solveYourselfAt(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::NonLinearDynamic::solveYourselfAt(), oofem::NonStationaryTransportProblem::solveYourselfAt(), oofem::StaggeredProblem::solveYourselfAt(), oofem::TransientTransportProblem::solveYourselfAt(), oofem::HydratingHeMoMaterial::updateInternalState(), oofem::HydratingIsoHeatMaterial::updateInternalState(), oofem::HydrationModelInterface::updateInternalState(), oofem::NonLinearStatic::updateLoadVectors(), oofem::NLTransientTransportProblem::updateYourself(), and oofem::XfemStructuralElementInterface::XfemElementInterface_updateIntegrationRule().

giveTimeDiscretization()

TimeDiscretizationType oofem::TimeStep::giveTimeDiscretization ( )

inline

Returns time discretization.

Definition at line 219 of file timestep.h.

References timeDiscretization.

Referenced by oofem::DIIDynamic::determineConstants(), oofem::NonLinearDynamic::determineConstants(), and oofem::DIIDynamic::solveYourselfAt().

giveTimeIncrement()

double oofem::TimeStep::giveTimeIncrement ( )

inline

Returns solution step associated time increment.

Definition at line 168 of file timestep.h.

References deltaT.

Referenced by oofem::NRSolver::applyConstraintsToLoadIncrement(), oofem::PrimaryField::applyInitialCondition(), oofem::NLTransientTransportProblem::assembleAlgorithmicPartOfRhs(), oofem::NonStationaryTransportProblem::assembleAlgorithmicPartOfRhs(), oofem::NonStationaryTransportProblem::assembleDirichletBcRhsVector(), oofem::MPSMaterial::computeAutogenousShrinkageDefinedByTF(), oofem::MPSMaterial::computeB4AutogenousShrinkageStrainVector(), oofem::KelvinChainSolidMaterial::computeBetaMu(), oofem::MPSMaterial::computeBetaMu(), oofem::TR1_2D_CBS::computeConvectionTermsI(), oofem::TR1_2D_CBS::computeCorrectionRhs(), oofem::TR1_2D_CBS::computeDensityRhsPressureTerms(), oofem::Eurocode2CreepMaterial::computeEquivalentMaturity(), oofem::MPSMaterial::computeEquivalentTime(), oofem::MPSMaterial::computeFibAutogenousShrinkageStrainVector(), oofem::MPSMaterial::computeFlowTermViscosity(), oofem::KelvinChainMaterial::computeHiddenVars(), oofem::MaxwellChainMaterial::computeHiddenVars(), oofem::SteelRelaxMat::computeIncrOfPrestressLossAtVarStrain(), oofem::NlIsoMoistureMaterial::computeInternalSourceVector(), oofem::KelvinChainSolidMaterial::computeLambdaMu(), oofem::MPSMaterial::computeLambdaMu(), oofem::B3SolidMaterial::computeMicroPrestress(), oofem::PhaseFieldElement::computeNStress_d(), oofem::IntElLine1PF::computeStiffnessMatrix_dd(), oofem::PhaseFieldElement::computeStiffnessMatrix_dd(), oofem::SteelRelaxMat::computeStressRelaxationStrainVector(), oofem::DepositedHeatSource::computeValueAt(), oofem::TF1::computeValueAt(), oofem::UserDefinedTemperatureField::computeValueAt(), oofem::UsrDefBoundaryLoad::computeValueAt(), oofem::DIIDynamic::determineConstants(), oofem::NonLinearDynamic::determineConstants(), oofem::LEPlic::doLagrangianPhase(), oofem::SolutionStatusExportModule::doOutput(), oofem::Function::evaluate(), oofem::PulseFunction::evaluate(), oofem::TrabBone3D::evaluateCurrentViscousModulus(), oofem::TrabBone3D::evaluateCurrentViscousStress(), oofem::BoundaryCondition::give(), oofem::HydratingHeMoMaterial::giveCharacteristicValue(), oofem::HydratingIsoHeatMaterial::giveCharacteristicValue(), oofem::B3SolidMaterial::giveEModulus(), oofem::Eurocode2CreepMaterial::giveEModulus(), oofem::KelvinChainMaterial::giveEModulus(), oofem::MaxwellChainMaterial::giveEModulus(), oofem::MPSMaterial::giveEModulus(), oofem::RheoChainMaterial::giveEquivalentTime(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::IntMatBilinearCZFagerstromRate::giveFirstPKTraction_3d(), oofem::MPSMaterial::giveHumidityNano(), oofem::MPSMaterial::giveInitViscosity(), oofem::AbaqusUserElement::giveInternalForcesVector(), oofem::IntElLine1PF::giveInternalForcesVectorUD(), oofem::AbaqusUserMaterial::giveRealStressVector_3d(), oofem::ConcreteDPM2::giveRealStressVector_3d(), oofem::MFrontUserMaterial::giveRealStressVector_3d(), oofem::Eurocode2CreepMaterial::giveShrinkageStrainVector(), oofem::NonLinearStatic::giveUnknownComponent(), oofem::Node::giveUpdatedCoordinate(), oofem::MidpointLhsAssembler::matrixFromElement(), oofem::SUPGTangentAssembler::matrixFromElement(), oofem::TMLhsAssembler::matrixFromElement(), oofem::LevelSetPCS::redistance(), oofem::FE2FluidMaterialStatus::setTimeStep(), oofem::RVEStokesFlowMaterialStatus::setTimeStep(), oofem::StructuralFE2MaterialStatus::setTimeStep(), oofem::StructuralSlipFE2MaterialStatus::setTimeStep(), oofem::IntElLine1PF::solveForLocalDamage(), oofem::CBS::solveYourselfAt(), oofem::DGProblem::solveYourselfAt(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::PFEM::solveYourselfAt(), oofem::StaticStructural::solveYourselfAt(), oofem::MPMProblem::updateComponent(), oofem::TransientTransportProblem::updateComponent(), oofem::SUPG::updateDofUnknownsDictionary_corrector(), oofem::SUPG::updateDofUnknownsDictionary_predictor(), oofem::MPMProblem::updateInternalRHS(), oofem::TransientTransportProblem::updateInternalRHS(), oofem::HydratingHeMoMaterial::updateInternalState(), oofem::HydratingIsoHeatMaterial::updateInternalState(), oofem::HydrationModel::updateInternalState(), oofem::HydrationModelInterface::updateInternalState(), oofem::MPMProblem::updateMatrix(), oofem::TransientTransportProblem::updateMatrix(), oofem::LevelSetPCS::updatePosition(), oofem::SUPG::updateSolutionVectors(), oofem::SUPG::updateSolutionVectors_predictor(), oofem::Quad10_2D_SUPG::updateStabilizationCoeffs(), oofem::Tet1_3D_SUPG::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG2::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG2_AXI::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG_AXI::updateStabilizationCoeffs(), oofem::HydratingConcreteMatStatus::updateYourself(), oofem::NLTransientTransportProblem::updateYourself(), and oofem::Node::updateYourself().

giveVersion()

int oofem::TimeStep::giveVersion ( )

inline

Returns receiver's version.

Definition at line 148 of file timestep.h.

References version.

Referenced by oofem::BeamElementErrorCheckingRule::check(), oofem::ElementErrorCheckingRule::check(), oofem::InternalElementDofManErrorCheckingRule::check(), oofem::NodeErrorCheckingRule::check(), oofem::ReactionErrorCheckingRule::check(), and oofem::NonLinearStatic::proceedStep().

incrementStateCounter()

void oofem::TimeStep::incrementStateCounter ( )

inline

Updates solution state counter.

Definition at line 213 of file timestep.h.

References solutionStateCounter.

Referenced by oofem::CylindricalALM::do_lineSearch(), oofem::HuertaErrorEstimator::estimateError(), oofem::CylindricalALM::solve(), oofem::DynamicRelaxationSolver::solve(), oofem::LineSearchNM::solve(), oofem::NRSolver::solve(), oofem::StaggeredSolver::solve(), oofem::AdditiveManufacturingProblem::solveYourselfAt(), oofem::CBS::solveYourselfAt(), oofem::FluidStructureProblem::solveYourselfAt(), oofem::FreeWarping::solveYourselfAt(), oofem::LinearStatic::solveYourselfAt(), oofem::NlDEIDynamic::solveYourselfAt(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::NonStationaryTransportProblem::solveYourselfAt(), oofem::Pdelta::solveYourselfAt(), oofem::PFEM::solveYourselfAt(), oofem::StaggeredProblem::solveYourselfAt(), oofem::SUPG::solveYourselfAt(), and oofem::StructuralEngngModel::updateInternalRHS().

incrementSubStepNumber()

void oofem::TimeStep::incrementSubStepNumber ( )

inline

Increments receiver's substep number.

Definition at line 217 of file timestep.h.

References subStepNumber.

Referenced by oofem::CylindricalALM::solve(), oofem::DynamicRelaxationSolver::solve(), oofem::NRSolver::solve(), and oofem::StaggeredSolver::solve().

incrementVersion()

void oofem::TimeStep::incrementVersion ( )

inline

Increments receiver's version.

Definition at line 215 of file timestep.h.

References version.

Referenced by oofem::AdaptiveNonLinearStatic::adaptiveRemap().

initializeFrom()

void oofem::TimeStep::initializeFrom ( InputRecord & ir )

inline

Definition at line 221 of file timestep.h.

isIcApply()

bool oofem::TimeStep::isIcApply

(

)

Check if receiver is solution step when initial conditions should apply.

Returns

True if ic apply, false otherwise.

Definition at line 154 of file timestep.C.

References eModel, and number.

Referenced by oofem::NLTransientTransportProblem::giveUnknownComponent(), oofem::TransportElement::updateInternalState(), oofem::CemhydMatStatus::updateYourself(), and oofem::HydratingConcreteMatStatus::updateYourself().

isNotTheLastStep()

bool oofem::TimeStep::isNotTheLastStep

(

)

Check if solution step is not the last step.

Returns

True if not last step, false otherwise.

Definition at line 142 of file timestep.C.

References eModel, and number.

Referenced by oofem::EngngModel::balanceLoad(), oofem::ErrorCheckingExportModule::doOutput(), and oofem::ErrorCheckingExportModule::writeCheck().

isTheCurrentTimeStep()

bool oofem::TimeStep::isTheCurrentTimeStep

(

)

Check if receiver is current solution step.

Returns

True if receiver is current step, false otherwise.

Definition at line 164 of file timestep.C.

References eModel.

Referenced by oofem::StructuralFE2MaterialStatus::computeTangent(), oofem::StructuralSlipFE2MaterialStatus::computeTangent(), oofem::FE2FluidMaterialStatus::computeTangents(), givePreviousStep(), oofem::Node::giveUpdatedCoordinate(), and oofem::Node::giveUpdatedCoordinates().

isTheFirstStep()

bool oofem::TimeStep::isTheFirstStep

(

)

Check if receiver is first step.

Returns

True if receiver is the first step, false otherwise.

Definition at line 148 of file timestep.C.

References eModel, and number.

Referenced by oofem::NRSolver::applyConstraintsToLoadIncrement(), oofem::ContactBoundaryCondition::assembleExtrapolatedForces(), oofem::EngngModel::assembleExtrapolatedForces(), oofem::EngngModel::balanceLoad(), oofem::MPSMaterial::computeAutogenousShrinkageDefinedByTF(), oofem::MPSMaterial::computeB4AutogenousShrinkageStrainVector(), oofem::LatticeTransportMaterial::computeConductivity(), oofem::ConcreteDPM2::computeDamage(), oofem::Eurocode2CreepMaterial::computeEquivalentMaturity(), oofem::MPSMaterial::computeEquivalentTime(), oofem::MPSMaterial::computeFibAutogenousShrinkageStrainVector(), oofem::MPSMaterial::computeFlowTermViscosity(), oofem::LatticeNeumannCouplingNode::computeLoadCouplingContribution(), oofem::B3SolidMaterial::computeMicroPrestress(), oofem::tet21ghostsolid::computeStiffnessMatrix(), oofem::TF1::computeValueAt(), oofem::UserDefinedTemperatureField::computeValueAt(), oofem::NonLinearDynamic::determineConstants(), oofem::FluidMaterialEvaluator::doStepOutput(), oofem::StructuralMaterialEvaluator::doStepOutput(), oofem::Dof::giveBcValue(), oofem::MPSMaterial::giveEModulus(), oofem::MPSMaterial::giveHumidityNano(), oofem::tet21ghostsolid::giveInternalForcesVectorGivenSolution(), oofem::tet21ghostsolid::giveInternalForcesVectorGivenSolutionDebug(), oofem::B3Material::giveShrinkageStrainVector(), oofem::B3SolidMaterial::giveShrinkageStrainVector(), oofem::tet21ghostsolid::giveUnknownData(), oofem::DIIDynamic::initializeYourself(), oofem::NonLinearDynamic::initializeYourself(), oofem::DGProblem::requiresEquationRenumbering(), oofem::MPMProblem::requiresEquationRenumbering(), oofem::StaticStructural::requiresEquationRenumbering(), oofem::TransientTransportProblem::requiresEquationRenumbering(), oofem::CBS::solveYourselfAt(), oofem::DGProblem::solveYourselfAt(), oofem::FluidStructureProblem::solveYourselfAt(), oofem::IncrementalLinearStatic::solveYourselfAt(), oofem::MPMProblem::solveYourselfAt(), oofem::NlDEIDynamic::solveYourselfAt(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::NonStationaryTransportProblem::solveYourselfAt(), oofem::PFEM::solveYourselfAt(), oofem::StationaryTransportProblem::solveYourselfAt(), oofem::SUPG::solveYourselfAt(), oofem::TransientTransportProblem::solveYourselfAt(), oofem::NonLinearDynamic::updateInternalRHS(), and oofem::ErrorCheckingExportModule::writeCheck().

operator=()

TimeStep & oofem::TimeStep::operator=

(

const TimeStep &

src

)

Definition at line 113 of file timestep.C.

References convergedReason, deltaT, eModel, intrinsicTime, mStepNumber, number, numberOfAttempts, numberOfIterations, solutionStateCounter, subStepNumber, targetTime, TimeStep(), and version.

restoreContext()

void oofem::TimeStep::restoreContext

(

DataStream &

stream

)

Restores the receiver state previously written in stream.

See also

saveContext member function.

Definition at line 211 of file timestep.C.

References oofem::CIO_IOERR, mStepNumber, number, oofem::DataStream::read(), THROW_CIOERR, and timeDiscretization.

saveContext()

void oofem::TimeStep::saveContext

(

DataStream &

stream

)

Stores receiver state to output stream.

Parameters

stream

Output stream.

Exceptions

ContextIOERR

If error encountered.

Definition at line 177 of file timestep.C.

References oofem::CIO_IOERR, mStepNumber, number, THROW_CIOERR, timeDiscretization, and oofem::DataStream::write().

setIntrinsicTime()

void oofem::TimeStep::setIntrinsicTime ( double newt )

inline

Sets only intrinsic time.

Definition at line 179 of file timestep.h.

References intrinsicTime.

Referenced by oofem::NLTransientTransportProblem::updateYourself().

setMetaStepNumber()

void oofem::TimeStep::setMetaStepNumber ( int msn )

inline

Set meta step number.

Definition at line 152 of file timestep.h.

References mStepNumber.

setNumber()

void oofem::TimeStep::setNumber ( int i )

inline

Set receiver's number.

Definition at line 146 of file timestep.h.

References number.

Referenced by oofem::EigenValueDynamic::doStepOutput(), oofem::LinearStability::doStepOutput(), oofem::EigenValueDynamic::printOutputAt(), oofem::LinearStability::printOutputAt(), oofem::FE2FluidMaterialStatus::setTimeStep(), oofem::RVEStokesFlowMaterialStatus::setTimeStep(), oofem::StructuralFE2MaterialStatus::setTimeStep(), oofem::StructuralSlipFE2MaterialStatus::setTimeStep(), and oofem::LinearStability::solveYourselfAt().

setTargetTime()

void oofem::TimeStep::setTargetTime ( double newt )

inline

Sets only target time.

Definition at line 177 of file timestep.h.

References targetTime.

setTime()

void oofem::TimeStep::setTime ( double newt )

inline

Sets target and intrinsic time to be equal.

Definition at line 172 of file timestep.h.

References intrinsicTime, and targetTime.

Referenced by oofem::EigenValueDynamic::doStepOutput(), oofem::LinearStability::doStepOutput(), oofem::EigenValueDynamic::printOutputAt(), oofem::LinearStability::printOutputAt(), oofem::FE2FluidMaterialStatus::setTimeStep(), oofem::RVEStokesFlowMaterialStatus::setTimeStep(), oofem::StructuralFE2MaterialStatus::setTimeStep(), oofem::StructuralSlipFE2MaterialStatus::setTimeStep(), and oofem::LinearStability::solveYourselfAt().

setTimeDiscretization()

void oofem::TimeStep::setTimeDiscretization ( TimeDiscretizationType td )

inline

Sets time discretization.

Definition at line 181 of file timestep.h.

References timeDiscretization.

setTimeIncrement()

void oofem::TimeStep::setTimeIncrement ( double newDt )

inline

Sets solution step time increment.

Definition at line 170 of file timestep.h.

References deltaT.

Referenced by oofem::FE2FluidMaterialStatus::setTimeStep(), oofem::RVEStokesFlowMaterialStatus::setTimeStep(), oofem::StructuralFE2MaterialStatus::setTimeStep(), oofem::StructuralSlipFE2MaterialStatus::setTimeStep(), oofem::DEIDynamic::solveYourselfAt(), oofem::NlDEIDynamic::solveYourselfAt(), and oofem::HydrationModelInterface::updateInternalState().

setTimeStepReductionFactor()

void oofem::TimeStep::setTimeStepReductionFactor

(

double

tsrf

)

Set the time step reduction factor.

Definition at line 169 of file timestep.C.

References eModel.

Member Data Documentation

convergedReason

ConvergedReason oofem::TimeStep::convergedReason

Status of solution step (Converged,.

Definition at line 120 of file timestep.h.

Referenced by oofem::SolutionStatusExportModule::doOutput(), operator=(), oofem::NonLinearDynamic::proceedStep(), oofem::NonLinearStatic::proceedStep(), oofem::DGProblem::solveYourselfAt(), oofem::FreeWarping::solveYourselfAt(), oofem::IncrementalLinearStatic::solveYourselfAt(), oofem::LinearStatic::solveYourselfAt(), oofem::MPMProblem::solveYourselfAt(), oofem::Pdelta::solveYourselfAt(), oofem::StaticStructural::solveYourselfAt(), oofem::StokesFlow::solveYourselfAt(), oofem::SUPG::solveYourselfAt(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

deltaT

double oofem::TimeStep::deltaT

protected

Current intrinsic time increment.

Definition at line 91 of file timestep.h.

Referenced by giveTimeIncrement(), operator=(), setTimeIncrement(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

eModel

EngngModel* oofem::TimeStep::eModel

protected

Engineering model reference.

Definition at line 85 of file timestep.h.

Referenced by givePreviousStep(), isIcApply(), isNotTheLastStep(), isTheCurrentTimeStep(), isTheFirstStep(), operator=(), setTimeStepReductionFactor(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

intrinsicTime

double oofem::TimeStep::intrinsicTime

protected

Current intrinsic time, which may represents imposing time of boundary condition or time entering constitutive laws.

Definition at line 89 of file timestep.h.

Referenced by giveIntrinsicTime(), operator=(), setIntrinsicTime(), setTime(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

mStepNumber

int oofem::TimeStep::mStepNumber

protected

Corresponding meta step number.

Definition at line 107 of file timestep.h.

Referenced by giveMetaStepNumber(), operator=(), restoreContext(), saveContext(), setMetaStepNumber(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

number

int oofem::TimeStep::number

protected

Receiver's number.

Definition at line 95 of file timestep.h.

Referenced by giveNumber(), isIcApply(), isNotTheLastStep(), isTheFirstStep(), operator=(), restoreContext(), saveContext(), setNumber(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

numberOfAttempts

int oofem::TimeStep::numberOfAttempts

Number of attempts (reduction ot time incerement, etc) needed to reach convergence.

Definition at line 118 of file timestep.h.

Referenced by oofem::SolutionStatusExportModule::doOutput(), operator=(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

numberOfIterations

int oofem::TimeStep::numberOfIterations

Number of itarations needed to achieve convergence.

Definition at line 116 of file timestep.h.

Referenced by oofem::SolutionStatusExportModule::doOutput(), operator=(), oofem::NonLinearDynamic::proceedStep(), oofem::NonLinearStatic::proceedStep(), oofem::LinearStatic::solveYourselfAt(), oofem::MPMProblem::solveYourselfAt(), oofem::StaticStructural::solveYourselfAt(), oofem::StokesFlow::solveYourselfAt(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

solutionStateCounter

StateCounterType oofem::TimeStep::solutionStateCounter

protected

Solution state counter.

Definition at line 93 of file timestep.h.

Referenced by giveSolutionStateCounter(), incrementStateCounter(), operator=(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

solutionTime

double oofem::TimeStep::solutionTime

time step solution time in seconds

Definition at line 122 of file timestep.h.

Referenced by oofem::SolutionStatusExportModule::doOutput(), oofem::StaggeredProblem::solveYourself(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

subStepNumber

int oofem::TimeStep::subStepNumber

protected

Receiver's substep (iteration) number.

Definition at line 105 of file timestep.h.

Referenced by giveSubStepNumber(), incrementSubStepNumber(), operator=(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

targetTime

double oofem::TimeStep::targetTime

protected

Current target time, which represents time at the end of a time step.

Definition at line 87 of file timestep.h.

Referenced by giveTargetTime(), operator=(), setTargetTime(), setTime(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

timeDiscretization

TimeDiscretizationType oofem::TimeStep::timeDiscretization

protected

Time discretization.

Definition at line 109 of file timestep.h.

Referenced by giveTimeDiscretization(), restoreContext(), saveContext(), setTimeDiscretization(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

version

int oofem::TimeStep::version

protected

Receiver's version, used for special applications; default set to 0. Typically, new version of same step is generated after adaptive restart, when the restarted step is equilibrated on new domain.

Definition at line 101 of file timestep.h.

Referenced by giveVersion(), incrementVersion(), operator=(), TimeStep(), TimeStep(), TimeStep(), and TimeStep().

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The documentation for this class was generated from the following files:

• timestep.h
• timestep.C