This class implements the material status associated to ConcreteDPM2. More...

#include <concretedpm2.h>

Inheritance diagram for oofem::ConcreteDPM2Status:

Collaboration diagram for oofem::ConcreteDPM2Status:

Public Types
enum	state_flag_values { ConcreteDPM2_Elastic, ConcreteDPM2_Unloading, ConcreteDPM2_Plastic, ConcreteDPM2_Damage, ConcreteDPM2_PlasticDamage, ConcreteDPM2_VertexCompression, ConcreteDPM2_VertexTension, ConcreteDPM2_VertexCompressionDamage, ConcreteDPM2_VertexTensionDamage }
	Values of history variable state_flag. More...

Public Member Functions
	ConcreteDPM2Status (int n, Domain d, GaussPoint gp)
	Constructor. More...

virtual	~ConcreteDPM2Status ()
	Destructor. More...

virtual void	initTempStatus ()
	Initializes the temporary internal variables, describing the current state according to previously reached equilibrium internal variables. More...

virtual void	updateYourself (TimeStep *tStep)
	Update equilibrium history variables according to temp-variables. More...

virtual void	printOutputAt (FILE file, TimeStep tStep)
	Print receiver's output to given stream. More...

virtual contextIOResultType	saveContext (DataStream &, ContextMode mode, void *obj=NULL)
	Stores receiver state to output stream. More...

virtual contextIOResultType	restoreContext (DataStream &, ContextMode mode, void *obj=NULL)
	Restores the receiver state previously written in stream. More...

virtual const char *	giveClassName () const

const FloatArray &	givePlasticStrain () const
	Get the plastic strain deviator from the material status. More...

double	giveDeviatoricPlasticStrainNorm ()
	Get the deviatoric plastic strain norm from the material status. More...

double	giveVolumetricPlasticStrain () const
	Get the volumetric plastic strain from the material status. More...

double	giveKappaP () const
	Get the hardening variable of the plasticity model. More...

double	giveKappaDTensionOne () const
	Get the hardening variable of the damage model from the material status. More...

double	giveKappaDCompressionOne () const
	Get the compression hardening variable one of the damage model from the material status. More...

double	giveKappaDTensionTwo () const
	Get the tension hardening variable two of the damage model from the material status. More...

double	giveKappaDCompressionTwo () const
	Get the compression hardening variable two of the damage model from the material status. More...

double	giveEquivStrain () const
	Get the equivalent strain from the material status. More...

double	giveEquivStrainTension () const
	Get the tension equivalent strain from the material status. More...

double	giveEquivStrainCompression () const
	Get the compression equivalent strain from the material status. More...

double	giveDamageTension () const
	Get the tension damage variable of the damage model from the material status. More...

double	giveDamageCompression () const
	Get the compressive damage variable of the damage model from the material status. More...

double	giveRateFactor () const
	Get the rate factor of the damage model from the material status. More...

double	giveTempRateFactor () const
	Get the temp variable of the damage model from the material status. More...

double	giveRateStrain () const

void	letTempRateStrainBe (double v)

void	letTempAlphaBe (double v)

int	giveStateFlag () const
	Get the state flag from the material status. More...

const FloatArray &	giveTempPlasticStrain () const
	Get the temp value of the full plastic strain vector from the material status. More...

double	giveTempVolumetricPlasticStrain () const
	Get the temp value of the volumetric plastic strain in plane stress. More...

double	giveTempKappaP () const
	Get the temp value of the hardening variable of the plasticity model from the material status. More...

double	giveKappaDTension () const
	Get the temp value of the hardening variable of the damage model from the material status. More...

double	giveAlpha () const

double	giveKappaDCompression () const
	Get the temp value of the hardening variable of the damage model from the material status. More...

double	giveTempDamageTension () const
	Get the temp value of the hardening variable of the damage model from the material status. More...

double	giveTempDamageCompression () const
	Get the temp value of the hardening variable of the damage model from the material status. More...

double	giveDeltaEquivStrain () const
	Get the temp value of the hardening variable of the damage model from the material status. More...

int	giveTempStateFlag () const
	Get the temp value of the state flag from the material status. More...

void	letTempPlasticStrainBe (const FloatArray &v)
	Assign the temp value of deviatoric plastic strain. More...

void	letDeltaLambdaBe (double v)
	Assign the temp value of the rate factor of the damage model. More...

void	letTempKappaPBe (double v)
	Assign the temp value of the hardening variable of the plasticity model. More...

void	letTempKappaDTensionBe (double v)
	Assign the temp value of the rate factor of the damage model. More...

void	letTempKappaDCompressionBe (double v)
	Assign the temp value of the rate factor of the damage model. More...

void	letTempKappaDTensionOneBe (double v)
	Assign the temp value of the hardening variable of the damage model. More...

void	letTempKappaDCompressionOneBe (double v)
	Assign the temp value of the hardening variable of the damage model. More...

void	letTempKappaDTensionTwoBe (double v)
	Assign the temp value of the second tension hardening variable of the damage model. More...

void	letTempKappaDCompressionTwoBe (double v)
	Assign the temp value of the second compression hardening variable of the damage model. More...

void	letTempDamageTensionBe (double v)
	Assign the temp value of the tensile damage variable of the damage model. More...

void	letTempDamageCompressionBe (double v)
	Assign the temp value of the compressive damage variable of the damage model. More...

void	letTempRateFactorBe (double v)
	Assign the temp value of the rate factor of the damage model. More...

void	letTempEquivStrainBe (double v)
	Assign the temp value of the rate factor of the damage model. More...

void	letTempEquivStrainTensionBe (double v)
	Assign the temp value of the rate factor of the damage model. More...

void	letTempEquivStrainCompressionBe (double v)
	Assign the temp value of the rate factor of the damage model. More...

double	giveLe ()
	Gives the characteristic length. More...

void	setLe (double ls)
	Sets the characteristic length. More...

void	letTempStateFlagBe (const int v)
	Assign the temp value of the state flag. More...

void	letKappaPPeakBe (double kappa)

double	giveStressWork ()
	Returns the density of total work of stress on strain increments. More...

double	giveTempStressWork ()
	Returns the temp density of total work of stress on strain increments. More...

void	setTempStressWork (double w)
	Sets the density of total work of stress on strain increments to given value. More...

double	giveDissWork ()
	Returns the density of dissipated work. More...

double	giveTempDissWork ()
	Returns the density of temp dissipated work. More...

void	setTempDissWork (double w)
	Sets the density of dissipated work to given value. More...

void	computeWork (GaussPoint *gp, double ft)
	Computes the increment of total stress work and of dissipated work (gf is the dissipation density per unit volume at complete failure, it is needed only to determine which extremely small dissipation can be set to zero to get clean results, but parameter gf can be set to zero if not available). More...

Public Member Functions inherited from oofem::StructuralMaterialStatus
	StructuralMaterialStatus (int n, Domain d, GaussPoint g)
	Constructor. Creates new StructuralMaterialStatus with number n, belonging to domain d and IntegrationPoint g. More...

virtual	~StructuralMaterialStatus ()
	Destructor. More...

const FloatArray &	giveStrainVector () const
	Returns the const pointer to receiver's strain vector. More...

const FloatArray &	giveStressVector () const
	Returns the const pointer to receiver's stress vector. More...

const FloatArray &	givePVector () const
	Returns the const pointer to receiver's first Piola-Kirchhoff stress vector. More...

const FloatArray &	giveCVector () const
	Returns the const pointer to receiver's Cauchy stress vector. More...

const FloatArray &	giveFVector () const
	Returns the const pointer to receiver's deformation gradient vector. More...

const FloatArray &	giveTempStrainVector () const
	Returns the const pointer to receiver's temporary strain vector. More...

const FloatArray &	giveTempStressVector () const
	Returns the const pointer to receiver's temporary stress vector. More...

const FloatArray &	giveTempPVector () const
	Returns the const pointer to receiver's temporary first Piola-Kirchhoff stress vector. More...

const FloatArray &	giveTempCVector () const
	Returns the const pointer to receiver's temporary Cauchy stress vector. More...

const FloatArray &	giveTempFVector () const
	Returns the const pointer to receiver's temporary deformation gradient vector. More...

void	letStrainVectorBe (const FloatArray &v)
	Assigns strain vector to given vector v. More...

void	letStressVectorBe (const FloatArray &v)
	Assigns stressVector to given vector v. More...

void	letPVectorBe (const FloatArray &v)
	Assigns PVector to given vector v. More...

void	letCVectorBe (const FloatArray &v)
	Assigns CVector to given vector v. More...

void	letFVectorBe (const FloatArray &v)
	Assigns FVector to given vector v. More...

void	letTempStressVectorBe (const FloatArray &v)
	Assigns tempStressVector to given vector v. More...

void	letTempStrainVectorBe (const FloatArray &v)
	Assigns tempStrainVector to given vector v. More...

void	letTempPVectorBe (const FloatArray &v)
	Assigns tempPVector to given vector v. More...

void	letTempCVectorBe (const FloatArray &v)
	Assigns tempPVector to given vector v. More...

void	letTempFVectorBe (const FloatArray &v)
	Assigns tempFVector to given vector v. More...

virtual void	copyStateVariables (const MaterialStatus &iStatus)
	Functions for MaterialStatusMapperInterface. More...

virtual void	addStateVariables (const MaterialStatus &iStatus)

Public Member Functions inherited from oofem::MaterialStatus
	MaterialStatus (int n, Domain d, GaussPoint g)
	Constructor. More...

virtual	~MaterialStatus ()
	Destructor. More...

virtual bool	giveMaterialProperty (int propID, double &value)
	Returns the value of material model property stored in receiving status. More...

virtual void	setMaterialProperty (int propID, double value)
	Allows to set the value of material model property to be stored in receiving status. More...

virtual void	setStatusVariable (int varID, double value)
	Allows to set the value of a specific variable, identified by varID. More...

virtual void	restoreConsistency ()
	Restores consistency of the status, i.e., computes or corrects the values of certain status variables such that the state is admissible. More...

virtual IRResultType	initializeFrom (InputRecord *ir)
	Initializes receiver according to object description stored in input record. More...

Public Member Functions inherited from oofem::IntegrationPointStatus
	IntegrationPointStatus (int n, Domain d, GaussPoint g)
	Constructor. More...

virtual	~IntegrationPointStatus ()
	Destructor. More...

virtual const char *	giveInputRecordName () const

Public Member Functions inherited from oofem::FEMComponent
	FEMComponent (int n, Domain *d)
	Regular constructor, creates component with given number and belonging to given domain. More...

virtual	~FEMComponent ()
	Virtual destructor. More...

Domain *	giveDomain () const

virtual void	setDomain (Domain *d)
	Sets associated Domain. More...

int	giveNumber () const

void	setNumber (int num)
	Sets number of receiver. More...

virtual void	updateLocalNumbering (EntityRenumberingFunctor &f)
	Local renumbering support. More...

virtual void	giveInputRecord (DynamicInputRecord &input)
	Setups the input record string of receiver. More...

virtual int	checkConsistency ()
	Allows programmer to test some internal data, before computation begins. More...

virtual void	printYourself ()
	Prints receiver state on stdout. Useful for debugging. More...

virtual Interface *	giveInterface (InterfaceType t)
	Interface requesting service. More...

std::string	errorInfo (const char *func) const
	Returns string for prepending output (used by error reporting macros). More...

Public Member Functions inherited from oofem::MaterialStatusMapperInterface
	MaterialStatusMapperInterface ()

virtual	~MaterialStatusMapperInterface ()

virtual int	MSMI_map (const GaussPoint &iGP, const Domain &iOldDom, Set &sourceSet, const TimeStep &iTStep, MaterialStatus &oStatus)
	Maps all internal state variables from the old domain to the given gp status. More...

virtual int	MSMI_map_cz (const GaussPoint &iGP, const Domain &iOldDom, Set &sourceSet, const TimeStep &iTStep, MaterialStatus &oStatus)

virtual int	MSMI_update (const GaussPoint &iGP, const TimeStep &iTStep)
	Updates the internal state variables from previously mapped values. More...

virtual int	MSMI_finish (const TimeStep &iTStep)
	Finishes the mapping for given time step. More...

Protected Attributes
double	kappaPPeak

double	le

double	alpha

double	tempAlpha

double	equivStrain

double	tempEquivStrain

double	equivStrainTension

double	tempEquivStrainTension

double	equivStrainCompression

double	tempEquivStrainCompression

double	kappaDTension

double	tempKappaDTension

double	kappaDCompression

double	tempKappaDCompression

double	kappaDTensionOne

double	tempKappaDTensionOne

double	kappaDCompressionOne

double	tempKappaDCompressionOne

double	kappaDTensionTwo

double	tempKappaDTensionTwo

double	kappaDCompressionTwo

double	tempKappaDCompressionTwo

double	damageTension

double	tempDamageTension

double	damageCompression

double	tempDamageCompression

double	deltaEquivStrain

double	rateFactor

double	tempRateFactor

double	rateStrain
	Strains that are used for calculation of strain rates. More...

double	tempRateStrain

int	state_flag
	Indicates the state (i.e. elastic, unloading, plastic, damage, vertex) of the Gauss point. More...

int	temp_state_flag

double	stressWork
	Density of total work done by stresses on strain increments. More...

double	tempStressWork
	Non-equilibrated density of total work done by stresses on strain increments. More...

double	dissWork
	Density of dissipated work. More...

double	tempDissWork
	Non-equilibrated density of dissipated work. More...

History variables of the plasticity model
FloatArray	plasticStrain

FloatArray	tempPlasticStrain

double	dFDKappa

double	deltaLambda

Hardening variable
double	kappaP

double	tempKappaP

Protected Attributes inherited from oofem::StructuralMaterialStatus
FloatArray	strainVector
	Equilibrated strain vector in reduced form. More...

FloatArray	stressVector
	Equilibrated stress vector in reduced form. More...

FloatArray	tempStressVector
	Temporary stress vector in reduced form (increments are used mainly in nonlinear analysis) More...

FloatArray	tempStrainVector
	Temporary strain vector in reduced form (to find balanced state) More...

FloatArray	PVector
	Equilibrated first Piola-Kirchhoff stress vector. More...

FloatArray	tempPVector
	Temporary first Piola-Kirchhoff stress vector (to find balanced state) More...

FloatArray	CVector
	Equilibrated Cauchy stress vector. More...

FloatArray	tempCVector
	Temporary Cauchy stress vector (to find balanced state) More...

FloatArray	FVector
	Equilibrated deformation gradient in reduced form. More...

FloatArray	tempFVector
	Temporary deformation gradient in reduced form (to find balanced state) More...

Protected Attributes inherited from oofem::IntegrationPointStatus
GaussPoint *	gp
	Associated integration point. More...

Protected Attributes inherited from oofem::FEMComponent
int	number
	Component number. More...

Domain *	domain
	Link to domain object, useful for communicating with other FEM components. More...

Protected Attributes inherited from oofem::MaterialStatusMapperInterface
MaterialMappingAlgorithm *	mpMaterialMapper

Detailed Description

This class implements the material status associated to ConcreteDPM2.

Author: Peter Grassl

Definition at line 82 of file concretedpm2.h.

Member Enumeration Documentation

enum oofem::ConcreteDPM2Status::state_flag_values

Values of history variable state_flag.

Enumerator
ConcreteDPM2_Elastic
ConcreteDPM2_Unloading
ConcreteDPM2_Plastic
ConcreteDPM2_Damage
ConcreteDPM2_PlasticDamage
ConcreteDPM2_VertexCompression
ConcreteDPM2_VertexTension
ConcreteDPM2_VertexCompressionDamage
ConcreteDPM2_VertexTensionDamage

Definition at line 86 of file concretedpm2.h.

Constructor & Destructor Documentation

oofem::ConcreteDPM2Status::ConcreteDPM2Status	(	int	n,
		Domain *	d,
		GaussPoint *	gp
	)

Constructor.

Definition at line 54 of file concretedpm2.C.

References alpha, ConcreteDPM2_Elastic, damageCompression, damageTension, deltaLambda, dissWork, equivStrain, equivStrainCompression, equivStrainTension, kappaDCompression, kappaDCompressionOne, kappaDCompressionTwo, kappaDTension, kappaDTensionOne, kappaDTensionTwo, kappaP, rateFactor, rateStrain, oofem::FloatArray::resize(), state_flag, oofem::StructuralMaterialStatus::strainVector, oofem::StructuralMaterialStatus::stressVector, stressWork, temp_state_flag, tempAlpha, tempDamageCompression, tempDamageTension, tempDissWork, tempEquivStrain, tempEquivStrainCompression, tempEquivStrainTension, tempKappaDCompression, tempKappaDCompressionOne, tempKappaDCompressionTwo, tempKappaDTension, tempKappaDTensionOne, tempKappaDTensionTwo, tempKappaP, tempRateStrain, oofem::StructuralMaterialStatus::tempStrainVector, oofem::StructuralMaterialStatus::tempStressVector, and tempStressWork.

oofem::ConcreteDPM2Status::~ConcreteDPM2Status ( )

virtual

Destructor.

Definition at line 94 of file concretedpm2.C.

Member Function Documentation

void oofem::ConcreteDPM2Status::computeWork	(	GaussPoint *	gp,
		double	ft
	)

Computes the increment of total stress work and of dissipated work (gf is the dissipation density per unit volume at complete failure, it is needed only to determine which extremely small dissipation can be set to zero to get clean results, but parameter gf can be set to zero if not available).

Definition at line 457 of file concretedpm2.C.

References oofem::FloatArray::dotProduct(), oofem::FloatArray::giveSize(), giveTempStressWork(), setTempDissWork(), setTempStressWork(), oofem::StructuralMaterialStatus::strainVector, oofem::StructuralMaterialStatus::stressVector, oofem::FloatArray::subtract(), tempDissWork, tempPlasticStrain, oofem::StructuralMaterialStatus::tempStrainVector, oofem::StructuralMaterialStatus::tempStressVector, and tempStressWork.

Referenced by oofem::ConcreteDPM2::giveRealStressVector_1d(), oofem::ConcreteDPM2::giveRealStressVector_3d(), and setTempDissWork().

double oofem::ConcreteDPM2Status::giveAlpha ( ) const

inline

Definition at line 373 of file concretedpm2.h.

References alpha.

Referenced by oofem::ConcreteDPM2::computeDamage().

virtual const char* oofem::ConcreteDPM2Status::giveClassName ( ) const

inlinevirtual

Returns: Class name of the receiver.

Reimplemented from oofem::StructuralMaterialStatus.

Definition at line 188 of file concretedpm2.h.

double oofem::ConcreteDPM2Status::giveDamageCompression ( ) const

inline

Get the compressive damage variable of the damage model from the material status.

Returns: Compressive damage variable damageCompression.

Definition at line 301 of file concretedpm2.h.

References damageCompression.

Referenced by oofem::ConcreteDPM2::assignStateFlag(), oofem::ConcreteDPM2::computeDamage(), oofem::ConcreteDPM2::giveIPValue(), and oofem::ConcreteDPM2::initDamaged().

double oofem::ConcreteDPM2Status::giveDamageTension ( ) const

inline

Get the tension damage variable of the damage model from the material status.

Returns: Tension damage variable damageTension.

Definition at line 292 of file concretedpm2.h.

References damageTension.

Referenced by oofem::ConcreteDPM2::assignStateFlag(), oofem::ConcreteDPM2::computeDamage(), oofem::ConcreteDPM2::giveIPValue(), and oofem::ConcreteDPM2::initDamaged().

double oofem::ConcreteDPM2Status::giveDeltaEquivStrain ( ) const

inline

Get the temp value of the hardening variable of the damage model from the material status.

Returns: Temp value of the damage variable damage.

Definition at line 408 of file concretedpm2.h.

References deltaEquivStrain.

double oofem::ConcreteDPM2Status::giveDeviatoricPlasticStrainNorm ( )

inline

Get the deviatoric plastic strain norm from the material status.

Returns: DeviatoricPlasticStrainNorm.

Definition at line 203 of file concretedpm2.h.

References oofem::StructuralMaterial::computeDeviatoricVolumetricSplit().

double oofem::ConcreteDPM2Status::giveDissWork ( )

inline

Returns the density of dissipated work.

Definition at line 559 of file concretedpm2.h.

References dissWork.

Referenced by oofem::ConcreteDPM2::giveIPValue().

double oofem::ConcreteDPM2Status::giveEquivStrain ( ) const

inline

Get the equivalent strain from the material status.

Returns: Equivalent strain equivStrain.

Definition at line 267 of file concretedpm2.h.

References equivStrain.

Referenced by oofem::ConcreteDPM2::checkForUnAndReloading(), and oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveEquivStrainCompression ( ) const

inline

Get the compression equivalent strain from the material status.

Returns: Equivalent strain equivStrainCompression.

Definition at line 284 of file concretedpm2.h.

References equivStrainCompression.

Referenced by oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveEquivStrainTension ( ) const

inline

Get the tension equivalent strain from the material status.

Returns: Equivalent strain equivStrainTension.

Definition at line 275 of file concretedpm2.h.

References equivStrainTension.

Referenced by oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveKappaDCompression ( ) const

inline

Get the temp value of the hardening variable of the damage model from the material status.

Returns: Temp value of the damage variable damage.

Definition at line 382 of file concretedpm2.h.

References kappaDCompression.

Referenced by oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveKappaDCompressionOne ( ) const

inline

Get the compression hardening variable one of the damage model from the material status.

Returns: Hardening variable kappaDCompressionOne.

Definition at line 240 of file concretedpm2.h.

References kappaDCompressionOne.

Referenced by oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveKappaDCompressionTwo ( ) const

inline

Get the compression hardening variable two of the damage model from the material status.

Returns: Hardening variable kappaDCompressionTwo.

Definition at line 258 of file concretedpm2.h.

References kappaDCompressionTwo.

Referenced by oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveKappaDTension ( ) const

inline

Get the temp value of the hardening variable of the damage model from the material status.

Returns: Temp value of the damage variable damage.

Definition at line 370 of file concretedpm2.h.

References kappaDTension.

Referenced by oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveKappaDTensionOne ( ) const

inline

Get the hardening variable of the damage model from the material status.

Returns: Hardening variable kappaD.

Definition at line 232 of file concretedpm2.h.

References kappaDTensionOne.

Referenced by oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveKappaDTensionTwo ( ) const

inline

Get the tension hardening variable two of the damage model from the material status.

Returns: Hardening variable kappaDTensionTwo.

Definition at line 249 of file concretedpm2.h.

References kappaDTensionTwo.

Referenced by oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveKappaP ( ) const

inline

Get the hardening variable of the plasticity model.

Returns: The hardening variable of the plasticity model.

Definition at line 224 of file concretedpm2.h.

References kappaP.

Referenced by oofem::ConcreteDPM2::assignStateFlag(), and oofem::ConcreteDPM2::performPlasticityReturn().

double oofem::ConcreteDPM2Status::giveLe ( )

inline

Gives the characteristic length.

Definition at line 532 of file concretedpm2.h.

References le.

Referenced by oofem::ConcreteDPM2::computeDamage(), and oofem::ConcreteDPM2::initDamaged().

const FloatArray& oofem::ConcreteDPM2Status::givePlasticStrain ( ) const

inline

Get the plastic strain deviator from the material status.

Returns: Plastic strain deviator.

Definition at line 196 of file concretedpm2.h.

References plasticStrain.

Referenced by oofem::ConcreteDPM2::checkForUnAndReloading(), oofem::ConcreteDPM2::computeDeltaPlasticStrainNormCompression(), oofem::ConcreteDPM2::computeDeltaPlasticStrainNormTension(), oofem::ConcreteDPM2::giveIPValue(), oofem::ConcreteDPM2::performPlasticityReturn(), and printOutputAt().

double oofem::ConcreteDPM2Status::giveRateFactor ( ) const

inline

Get the rate factor of the damage model from the material status.

Returns: rate factor rateFactor.

Definition at line 311 of file concretedpm2.h.

References rateFactor.

Referenced by oofem::ConcreteDPM2::computeDamage().

double oofem::ConcreteDPM2Status::giveRateStrain ( ) const

inline

Definition at line 323 of file concretedpm2.h.

References rateStrain.

Referenced by oofem::ConcreteDPM2::computeRateFactor().

int oofem::ConcreteDPM2Status::giveStateFlag ( ) const

inline

Get the state flag from the material status.

Returns: State flag (i.e. elastic, unloading, yielding, vertex case yielding)

Definition at line 336 of file concretedpm2.h.

References state_flag.

Referenced by oofem::ConcreteDPM2::assignStateFlag().

double oofem::ConcreteDPM2Status::giveStressWork ( )

inline

Returns the density of total work of stress on strain increments.

Definition at line 553 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::giveIPValue(), and letKappaPPeakBe().

double oofem::ConcreteDPM2Status::giveTempDamageCompression ( ) const

inline

Get the temp value of the hardening variable of the damage model from the material status.

Returns: Temp value of the damage variable damage.

Definition at line 400 of file concretedpm2.h.

References tempDamageCompression.

Referenced by oofem::ConcreteDPM2::assignStateFlag(), and oofem::ConcreteDPM2::give1dStressStiffMtrx().

double oofem::ConcreteDPM2Status::giveTempDamageTension ( ) const

inline

Get the temp value of the hardening variable of the damage model from the material status.

Returns: Temp value of the damage variable damage.

Definition at line 391 of file concretedpm2.h.

References tempDamageTension.

Referenced by oofem::ConcreteDPM2::assignStateFlag(), oofem::ConcreteDPM2::compute3dSecantStiffness(), and oofem::ConcreteDPM2::give1dStressStiffMtrx().

double oofem::ConcreteDPM2Status::giveTempDissWork ( )

inline

Returns the density of temp dissipated work.

Definition at line 561 of file concretedpm2.h.

References tempDissWork.

double oofem::ConcreteDPM2Status::giveTempKappaP ( ) const

inline

Get the temp value of the hardening variable of the plasticity model from the material status.

Returns: Temp value of hardening variable kappaP.

Definition at line 361 of file concretedpm2.h.

References tempKappaP.

Referenced by oofem::ConcreteDPM2::assignStateFlag(), oofem::ConcreteDPM2::computeDeltaPlasticStrainNormCompression(), and oofem::ConcreteDPM2::performPlasticityReturn().

const FloatArray& oofem::ConcreteDPM2Status::giveTempPlasticStrain ( ) const

inline

Get the temp value of the full plastic strain vector from the material status.

Returns: Temp value of plastic strain vector.

Definition at line 347 of file concretedpm2.h.

References tempPlasticStrain.

Referenced by oofem::ConcreteDPM2::checkForUnAndReloading(), oofem::ConcreteDPM2::compute3dSecantStiffness(), oofem::ConcreteDPM2::computeDeltaPlasticStrainNormCompression(), oofem::ConcreteDPM2::computeDeltaPlasticStrainNormTension(), oofem::ConcreteDPM2::giveRealStressVector_1d(), oofem::ConcreteDPM2::giveRealStressVector_3d(), and oofem::ConcreteDPM2::performPlasticityReturn().

double oofem::ConcreteDPM2Status::giveTempRateFactor ( ) const

inline

Get the temp variable of the damage model from the material status.

Returns: Damage variable damage.

Definition at line 319 of file concretedpm2.h.

References tempRateFactor.

int oofem::ConcreteDPM2Status::giveTempStateFlag ( ) const

inline

Get the temp value of the state flag from the material status.

Returns: Temp value of the state flag (i.e. elastic, unloading, yielding, vertex case yielding).

Definition at line 417 of file concretedpm2.h.

References temp_state_flag.

double oofem::ConcreteDPM2Status::giveTempStressWork ( )

inline

Returns the temp density of total work of stress on strain increments.

Definition at line 555 of file concretedpm2.h.

References tempStressWork.

Referenced by computeWork().

double oofem::ConcreteDPM2Status::giveTempVolumetricPlasticStrain ( ) const

inline

Get the temp value of the volumetric plastic strain in plane stress.

Definition at line 352 of file concretedpm2.h.

References tempPlasticStrain.

double oofem::ConcreteDPM2Status::giveVolumetricPlasticStrain ( ) const

inline

Get the volumetric plastic strain from the material status.

Returns: volumetricPlasticStrainNorm.

Definition at line 215 of file concretedpm2.h.

References plasticStrain.

void oofem::ConcreteDPM2Status::initTempStatus ( )

virtual

Initializes the temporary internal variables, describing the current state according to previously reached equilibrium internal variables.

Reimplemented from oofem::StructuralMaterialStatus.

Definition at line 98 of file concretedpm2.C.

References alpha, damageCompression, damageTension, dissWork, equivStrain, equivStrainCompression, equivStrainTension, oofem::StructuralMaterialStatus::initTempStatus(), kappaDCompression, kappaDCompressionOne, kappaDCompressionTwo, kappaDTension, kappaDTensionOne, kappaDTensionTwo, kappaP, plasticStrain, rateFactor, rateStrain, state_flag, stressWork, temp_state_flag, tempAlpha, tempDamageCompression, tempDamageTension, tempDissWork, tempEquivStrain, tempEquivStrainCompression, tempEquivStrainTension, tempKappaDCompression, tempKappaDCompressionOne, tempKappaDCompressionTwo, tempKappaDTension, tempKappaDTensionOne, tempKappaDTensionTwo, tempKappaP, tempPlasticStrain, tempRateFactor, tempRateStrain, and tempStressWork.

Referenced by oofem::ConcreteDPM2::giveRealStressVector_3d().

void oofem::ConcreteDPM2Status::letDeltaLambdaBe ( double v )

inline

Assign the temp value of the rate factor of the damage model.

Parameters

v	New temp value of the damage variable

Definition at line 434 of file concretedpm2.h.

void oofem::ConcreteDPM2Status::letKappaPPeakBe ( double kappa )

inline

Definition at line 549 of file concretedpm2.h.

References giveStressWork(), and stressWork.

void oofem::ConcreteDPM2Status::letTempAlphaBe ( double v )

inline

Definition at line 329 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::giveRealStressVector_1d(), and oofem::ConcreteDPM2::giveRealStressVector_3d().

void oofem::ConcreteDPM2Status::letTempDamageCompressionBe ( double v )

inline

Assign the temp value of the compressive damage variable of the damage model.

Parameters

v	New temp value of the compressive damage variable

Definition at line 497 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempDamageTensionBe ( double v )

inline

Assign the temp value of the tensile damage variable of the damage model.

Parameters

v	New temp value of the tensile damage variable

Definition at line 490 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempEquivStrainBe ( double v )

inline

Assign the temp value of the rate factor of the damage model.

Parameters

v	New temp value of the damage variable

Definition at line 511 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempEquivStrainCompressionBe ( double v )

inline

Assign the temp value of the rate factor of the damage model.

Parameters

v	New temp value of the damage variable

Definition at line 525 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempEquivStrainTensionBe ( double v )

inline

Assign the temp value of the rate factor of the damage model.

Parameters

v	New temp value of the damage variable

Definition at line 518 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempKappaDCompressionBe ( double v )

inline

Assign the temp value of the rate factor of the damage model.

Parameters

v	New temp value of the damage variable

Definition at line 455 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempKappaDCompressionOneBe ( double v )

inline

Assign the temp value of the hardening variable of the damage model.

Parameters

v	New temp value of the hardening variable

Definition at line 469 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempKappaDCompressionTwoBe ( double v )

inline

Assign the temp value of the second compression hardening variable of the damage model.

Parameters

v	New temp value of the second compression hardening variable

Definition at line 483 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempKappaDTensionBe ( double v )

inline

Assign the temp value of the rate factor of the damage model.

Parameters

v	New temp value of the damage variable

Definition at line 448 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempKappaDTensionOneBe ( double v )

inline

Assign the temp value of the hardening variable of the damage model.

Parameters

v	New temp value of the hardening variable

Definition at line 462 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempKappaDTensionTwoBe ( double v )

inline

Assign the temp value of the second tension hardening variable of the damage model.

Parameters

v	New temp value of the second tension hardening variable

Definition at line 476 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempKappaPBe ( double v )

inline

Assign the temp value of the hardening variable of the plasticity model.

Parameters

v	New temp value of the hardening variable

Definition at line 441 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::performPlasticityReturn().

void oofem::ConcreteDPM2Status::letTempPlasticStrainBe ( const FloatArray & v )

inline

Assign the temp value of deviatoric plastic strain.

Parameters

v	New temp value of deviatoric plastic strain

Definition at line 427 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::performPlasticityReturn().

void oofem::ConcreteDPM2Status::letTempRateFactorBe ( double v )

inline

Assign the temp value of the rate factor of the damage model.

Parameters

v	New temp value of the damage variable

Definition at line 504 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeDamage().

void oofem::ConcreteDPM2Status::letTempRateStrainBe ( double v )

inline

Definition at line 326 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::computeRateFactor().

void oofem::ConcreteDPM2Status::letTempStateFlagBe ( const int v )

inline

Assign the temp value of the state flag.

Parameters

v	New temp value of the state flag (i.e. elastic, unloading, yielding, vertex case yielding).

Definition at line 545 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::assignStateFlag().

void oofem::ConcreteDPM2Status::printOutputAt	(	FILE *	file,
		TimeStep *	tStep
	)

virtual

Print receiver's output to given stream.

Reimplemented from oofem::StructuralMaterialStatus.

Definition at line 178 of file concretedpm2.C.

References oofem::FloatArray::add(), alpha, ConcreteDPM2_Damage, ConcreteDPM2_Elastic, ConcreteDPM2_Plastic, ConcreteDPM2_PlasticDamage, ConcreteDPM2_Unloading, damageCompression, damageTension, dissWork, equivStrain, givePlasticStrain(), kappaDCompression, kappaDCompressionOne, kappaDCompressionTwo, kappaDTension, kappaDTensionOne, kappaDTensionTwo, kappaP, le, oofem::StructuralMaterialStatus::printOutputAt(), state_flag, oofem::StructuralMaterialStatus::strainVector, stressWork, oofem::FloatArray::subtract(), and oofem::FloatArray::times().

contextIOResultType oofem::ConcreteDPM2Status::restoreContext	(	DataStream &	stream,
		ContextMode	mode,
		void *	obj = `NULL`
	)

virtual

Restores the receiver state previously written in stream.

See also: saveContext

Parameters

stream	Input stream.
mode	Determines amount of info available in stream (state, definition, ...).
obj	Special parameter for sending extra information.

Returns: contextIOResultType.

Exceptions

throws an ContextIOERR exception if error encountered.

Reimplemented from oofem::StructuralMaterialStatus.

Definition at line 353 of file concretedpm2.C.

References alpha, oofem::CIO_IOERR, oofem::CIO_OK, damageCompression, damageTension, deltaEquivStrain, deltaLambda, dFDKappa, dissWork, equivStrainCompression, equivStrainTension, kappaDCompression, kappaDCompressionOne, kappaDCompressionTwo, kappaDTension, kappaDTensionTwo, kappaP, le, plasticStrain, rateFactor, rateStrain, oofem::DataStream::read(), oofem::StructuralMaterialStatus::restoreContext(), oofem::FloatArray::restoreYourself(), state_flag, stressWork, and THROW_CIOERR.

contextIOResultType oofem::ConcreteDPM2Status::saveContext	(	DataStream &	stream,
		ContextMode	mode,
		void *	obj = `NULL`
	)

virtual

Stores receiver state to output stream.

Parameters

stream	Output stream.
mode	Determines amount of info required in stream (state, definition, ...).
obj	Special parameter, used only to send particular integration point to material class version of this method.

Returns: contextIOResultType.

Exceptions

throws an ContextIOERR exception if error encountered.

Reimplemented from oofem::StructuralMaterialStatus.

Definition at line 251 of file concretedpm2.C.

References alpha, oofem::CIO_IOERR, oofem::CIO_OK, damageCompression, damageTension, deltaEquivStrain, deltaLambda, dFDKappa, dissWork, equivStrainCompression, equivStrainTension, kappaDCompression, kappaDCompressionOne, kappaDCompressionTwo, kappaDTension, kappaDTensionTwo, kappaP, le, plasticStrain, rateFactor, rateStrain, oofem::StructuralMaterialStatus::saveContext(), state_flag, oofem::FloatArray::storeYourself(), stressWork, THROW_CIOERR, and oofem::DataStream::write().

void oofem::ConcreteDPM2Status::setLe ( double ls )

inline

Sets the characteristic length.

Definition at line 538 of file concretedpm2.h.

Referenced by oofem::ConcreteDPM2::initDamaged().

void oofem::ConcreteDPM2Status::setTempDissWork ( double w )

inline

Sets the density of dissipated work to given value.

Definition at line 563 of file concretedpm2.h.

References computeWork(), and oofem::IntegrationPointStatus::gp.

Referenced by computeWork().

void oofem::ConcreteDPM2Status::setTempStressWork ( double w )

inline

Sets the density of total work of stress on strain increments to given value.

Definition at line 557 of file concretedpm2.h.

Referenced by computeWork().

void oofem::ConcreteDPM2Status::updateYourself ( TimeStep * )

virtual

Update equilibrium history variables according to temp-variables.

Invoked, after new equilibrium state has been reached.

Reimplemented from oofem::StructuralMaterialStatus.

Definition at line 135 of file concretedpm2.C.

References alpha, damageCompression, damageTension, dissWork, equivStrain, equivStrainCompression, equivStrainTension, kappaDCompression, kappaDCompressionOne, kappaDCompressionTwo, kappaDTension, kappaDTensionOne, kappaDTensionTwo, kappaP, plasticStrain, rateFactor, rateStrain, state_flag, stressWork, temp_state_flag, tempAlpha, tempDamageCompression, tempDamageTension, tempDissWork, tempEquivStrain, tempEquivStrainCompression, tempEquivStrainTension, tempKappaDCompression, tempKappaDCompressionOne, tempKappaDCompressionTwo, tempKappaDTension, tempKappaDTensionOne, tempKappaDTensionTwo, tempKappaP, tempPlasticStrain, tempRateFactor, tempRateStrain, tempStressWork, and oofem::StructuralMaterialStatus::updateYourself().

Member Data Documentation

double oofem::ConcreteDPM2Status::alpha

protected

Definition at line 117 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveAlpha(), oofem::ConcreteDPM2::giveLinearElasticMaterial(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::damageCompression

protected

Definition at line 150 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveDamageCompression(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::damageTension

protected

Definition at line 147 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveDamageTension(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::deltaEquivStrain

protected

Definition at line 153 of file concretedpm2.h.

Referenced by giveDeltaEquivStrain(), restoreContext(), and saveContext().

double oofem::ConcreteDPM2Status::deltaLambda

protected

Definition at line 104 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), oofem::ConcreteDPM2::giveLinearElasticMaterial(), restoreContext(), and saveContext().

double oofem::ConcreteDPM2Status::dFDKappa

protected

Definition at line 103 of file concretedpm2.h.

Referenced by restoreContext(), and saveContext().

double oofem::ConcreteDPM2Status::dissWork

protected

Density of dissipated work.

Definition at line 171 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveDissWork(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::equivStrain

protected

Definition at line 120 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveEquivStrain(), oofem::ConcreteDPM2::giveLinearElasticMaterial(), initTempStatus(), printOutputAt(), and updateYourself().

double oofem::ConcreteDPM2Status::equivStrainCompression

protected

Definition at line 126 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveEquivStrainCompression(), initTempStatus(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::equivStrainTension

protected

Definition at line 123 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveEquivStrainTension(), initTempStatus(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::kappaDCompression

protected

Definition at line 132 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveKappaDCompression(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::kappaDCompressionOne

protected

Definition at line 138 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveKappaDCompressionOne(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::kappaDCompressionTwo

protected

Definition at line 144 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveKappaDCompressionTwo(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::kappaDTension

protected

Definition at line 129 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveKappaDTension(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::kappaDTensionOne

protected

Definition at line 135 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveKappaDTensionOne(), initTempStatus(), printOutputAt(), and updateYourself().

double oofem::ConcreteDPM2Status::kappaDTensionTwo

protected

Definition at line 141 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveKappaDTensionTwo(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::kappaP

protected

Definition at line 109 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveKappaP(), oofem::ConcreteDPM2::giveLinearElasticMaterial(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::kappaPPeak

protected

Definition at line 113 of file concretedpm2.h.

double oofem::ConcreteDPM2Status::le

protected

Definition at line 115 of file concretedpm2.h.

Referenced by giveLe(), oofem::ConcreteDPM2::giveLinearElasticMaterial(), printOutputAt(), restoreContext(), and saveContext().

FloatArray oofem::ConcreteDPM2Status::plasticStrain

protected

Definition at line 100 of file concretedpm2.h.

Referenced by givePlasticStrain(), giveVolumetricPlasticStrain(), initTempStatus(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::rateFactor

protected

Definition at line 155 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveRateFactor(), initTempStatus(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::rateStrain

protected

Strains that are used for calculation of strain rates.

Definition at line 159 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveRateStrain(), initTempStatus(), restoreContext(), saveContext(), and updateYourself().

int oofem::ConcreteDPM2Status::state_flag

protected

Indicates the state (i.e. elastic, unloading, plastic, damage, vertex) of the Gauss point.

Definition at line 163 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveStateFlag(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

double oofem::ConcreteDPM2Status::stressWork

protected

Density of total work done by stresses on strain increments.

Definition at line 167 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), letKappaPPeakBe(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

int oofem::ConcreteDPM2Status::temp_state_flag

protected

Definition at line 164 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveTempStateFlag(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempAlpha

protected

Definition at line 118 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), oofem::ConcreteDPM2::giveLinearElasticMaterial(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempDamageCompression

protected

Definition at line 151 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveTempDamageCompression(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempDamageTension

protected

Definition at line 148 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), giveTempDamageTension(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempDissWork

protected

Non-equilibrated density of dissipated work.

Definition at line 173 of file concretedpm2.h.

Referenced by computeWork(), ConcreteDPM2Status(), giveTempDissWork(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempEquivStrain

protected

Definition at line 121 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), oofem::ConcreteDPM2::giveLinearElasticMaterial(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempEquivStrainCompression

protected

Definition at line 127 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempEquivStrainTension

protected

Definition at line 124 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempKappaDCompression

protected

Definition at line 133 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempKappaDCompressionOne

protected

Definition at line 139 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempKappaDCompressionTwo

protected

Definition at line 145 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempKappaDTension

protected

Definition at line 130 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempKappaDTensionOne

protected

Definition at line 136 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempKappaDTensionTwo

protected

Definition at line 142 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempKappaP

protected

Definition at line 110 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), oofem::ConcreteDPM2::giveLinearElasticMaterial(), giveTempKappaP(), initTempStatus(), and updateYourself().

FloatArray oofem::ConcreteDPM2Status::tempPlasticStrain

protected

Definition at line 101 of file concretedpm2.h.

Referenced by computeWork(), giveTempPlasticStrain(), giveTempVolumetricPlasticStrain(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempRateFactor

protected

Definition at line 156 of file concretedpm2.h.

Referenced by giveTempRateFactor(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempRateStrain

protected

Definition at line 160 of file concretedpm2.h.

Referenced by ConcreteDPM2Status(), initTempStatus(), and updateYourself().

double oofem::ConcreteDPM2Status::tempStressWork

protected

Non-equilibrated density of total work done by stresses on strain increments.

Definition at line 169 of file concretedpm2.h.

Referenced by computeWork(), ConcreteDPM2Status(), giveTempStressWork(), initTempStatus(), and updateYourself().

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

Public Types

Public Member Functions

Protected Attributes

Detailed Description

Member Enumeration Documentation

Constructor & Destructor Documentation

Member Function Documentation

Member Data Documentation