#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...

Protected Attributes
History variables of the plasticity model
FloatArrayF< 6 >	plasticStrain
FloatArrayF< 6 >	tempPlasticStrain
FloatArrayF< 6 >	reducedStrain
FloatArrayF< 6 >	tempReducedStrain
FloatArrayF< 6 >	effectiveStress
FloatArrayF< 6 >	tempEffectiveStress
Protected Attributes inherited from oofem::StructuralMaterialStatus
FloatArray	strainVector
	Equilibrated strain vector in reduced form.
FloatArray	stressVector
	Equilibrated stress vector in reduced form.
FloatArray	tempStressVector
	Temporary stress vector in reduced form (increments are used mainly in nonlinear analysis).
FloatArray	tempStrainVector
	Temporary strain vector in reduced form (to find balanced state).
FloatArray	PVector
	Equilibrated first Piola-Kirchhoff stress vector.
FloatArray	tempPVector
	Temporary first Piola-Kirchhoff stress vector (to find balanced state).
FloatArray	CVector
	Equilibrated Cauchy stress vector.
FloatArray	tempCVector
	Temporary Cauchy stress vector (to find balanced state).
FloatArray	FVector
	Equilibrated deformation gradient in reduced form.
FloatArray	tempFVector
	Temporary deformation gradient in reduced form (to find balanced state).
Protected Attributes inherited from oofem::IntegrationPointStatus
GaussPoint *	gp
	Associated integration point.
Protected Attributes inherited from oofem::MaterialStatusMapperInterface
std::unique_ptr< MaterialMappingAlgorithm >	mpMaterialMapper

Hardening variable
double	kappaP = 0.
double	tempKappaP = 0.
double	kappaPPeak = 0.
double	deltaLambda = 0.
double	le = 0.
double	alpha = 0.
double	tempAlpha = 0.
double	equivStrain = 0.
double	tempEquivStrain = 0.
double	equivStrainTension = 0.
double	tempEquivStrainTension = 0.
double	equivStrainCompression = 0.
double	tempEquivStrainCompression = 0.
double	kappaDTension = 0.
double	tempKappaDTension = 0.
double	kappaDCompression = 0.
double	tempKappaDCompression = 0.
double	kappaDTensionOne = 0.
double	tempKappaDTensionOne = 0.
double	kappaDCompressionOne = 0.
double	tempKappaDCompressionOne = 0.
double	kappaDTensionTwo = 0.
double	tempKappaDTensionTwo = 0.
double	kappaDCompressionTwo = 0.
double	tempKappaDCompressionTwo = 0.
double	damageTension = 0.
double	tempDamageTension = 0.
double	damageCompression = 0.
double	tempDamageCompression = 0.
double	deltaEquivStrain = 0.
double	rateFactor = 1.
double	tempRateFactor = 0.
double	rateStrain = 0.
	Strains that are used for calculation of strain rates.
double	tempRateStrain = 0.
int	state_flag = ConcreteDPM2Status::ConcreteDPM2_Elastic
	Indicates the state (i.e. elastic, unloading, plastic, damage, vertex) of the Gauss point.
int	temp_state_flag = ConcreteDPM2Status::ConcreteDPM2_Elastic
double	stressWork = 0.
	Density of total work done by stresses on strain increments.
double	tempStressWork = 0.
	Non-equilibrated density of total work done by stresses on strain increments.
double	dissWork = 0.
	Density of dissipated work.
double	tempDissWork = 0.
	Non-equilibrated density of dissipated work.
	ConcreteDPM2Status (GaussPoint *gp)
	Constructor.
void	initTempStatus () override
void	updateYourself (TimeStep *tStep) override
void	printOutputAt (FILE file, TimeStep tStep) const override
	Print receiver's output to given stream.
void	saveContext (DataStream &stream, ContextMode mode) override
void	restoreContext (DataStream &stream, ContextMode mode) override
const char *	giveClassName () const override
const FloatArrayF< 6 > &	giveReducedStrain () const
const FloatArrayF< 6 > &	giveTempReducedStrain () const
const FloatArrayF< 6 > &	giveTempEffectiveStress () const
const FloatArrayF< 6 > &	givePlasticStrain () const
double	giveDeviatoricPlasticStrainNorm () const
double	giveVolumetricPlasticStrain () const
double	giveKappaP () const
double	giveKappaDTensionOne () const
double	giveKappaDCompressionOne () const
double	giveKappaDTensionTwo () const
double	giveKappaDCompressionTwo () const
double	giveEquivStrain () const
double	giveEquivStrainTension () const
double	giveEquivStrainCompression () const
double	giveDamageTension () const
double	giveDamageCompression () const
double	giveRateFactor () const
double	giveTempRateFactor () const
double	giveRateStrain () const
void	letTempRateStrainBe (double v)
void	letTempAlphaBe (double v)
int	giveStateFlag () const
const FloatArrayF< 6 > &	giveTempPlasticStrain () const
double	giveTempVolumetricPlasticStrain () const
double	giveTempKappaP () const
double	giveDeltaLambda () const
double	giveKappaDTension () const
double	giveAlpha () const
double	giveTempAlpha () const
double	giveKappaDCompression () const
double	giveTempDamageTension () const
double	giveTempDamageCompression () const
double	giveDeltaEquivStrain () const
int	giveTempStateFlag () const
void	letTempPlasticStrainBe (const FloatArrayF< 6 > &v)
void	letTempReducedStrainBe (const FloatArrayF< 6 > &v)
void	letTempEffectiveStressBe (const FloatArrayF< 6 > &v)
void	letTempKappaPBe (double v)
void	letDeltaLambdaBe (double v)
void	letTempKappaDTensionBe (double v)
void	letTempKappaDCompressionBe (double v)
void	letTempKappaDTensionOneBe (double v)
void	letTempKappaDCompressionOneBe (double v)
void	letTempKappaDTensionTwoBe (double v)
void	letTempKappaDCompressionTwoBe (double v)
void	letTempDamageTensionBe (double v)
void	letTempDamageCompressionBe (double v)
void	letTempRateFactorBe (double v)
void	letTempEquivStrainBe (double v)
void	letTempEquivStrainTensionBe (double v)
void	letTempEquivStrainCompressionBe (double v)
double	giveLe () const
void	setLe (double ls)
void	letTempStateFlagBe (const int v)
void	letKappaPPeakBe (double kappa)
double	giveStressWork ()
	Returns the density of total work of stress on strain increments.
double	giveTempStressWork ()
	Returns the temp density of total work of stress on strain increments.
void	setTempStressWork (double w)
	Sets the density of total work of stress on strain increments to given value.
double	giveDissWork ()
	Returns the density of dissipated work.
double	giveTempDissWork ()
	Returns the density of temp dissipated work.
void	setTempDissWork (double w)
	Sets the density of dissipated work to given value.
void	computeWork (GaussPoint *gp, double ft)

Additional Inherited Members
Public Member Functions inherited from oofem::StructuralMaterialStatus
	StructuralMaterialStatus (GaussPoint *g)
	Constructor. Creates new StructuralMaterialStatus with IntegrationPoint g.
void	printOutputAt (FILE file, TimeStep tStep) const override
	Print receiver's output to given stream.
void	initTempStatus () override
void	updateYourself (TimeStep *tStep) override
void	saveContext (DataStream &stream, ContextMode mode) override
void	restoreContext (DataStream &stream, ContextMode mode) override
const FloatArray &	giveStrainVector () const
	Returns the const pointer to receiver's strain vector.
const FloatArray &	giveStressVector () const
	Returns the const pointer to receiver's stress vector.
const FloatArray &	givePVector () const
	Returns the const pointer to receiver's first Piola-Kirchhoff stress vector.
const FloatArray &	giveCVector () const
	Returns the const pointer to receiver's Cauchy stress vector.
const FloatArray &	giveFVector () const
	Returns the const pointer to receiver's deformation gradient vector.
const FloatArray &	giveTempStrainVector () const
	Returns the const pointer to receiver's temporary strain vector.
const FloatArray &	giveTempStressVector () const
	Returns the const pointer to receiver's temporary stress vector.
const FloatArray &	giveTempPVector () const
	Returns the const pointer to receiver's temporary first Piola-Kirchhoff stress vector.
const FloatArray &	giveTempCVector () const
	Returns the const pointer to receiver's temporary Cauchy stress vector.
const FloatArray &	giveTempFVector () const
	Returns the const pointer to receiver's temporary deformation gradient vector.
void	letStrainVectorBe (const FloatArray &v)
	Assigns strain vector to given vector v.
void	letStressVectorBe (const FloatArray &v)
	Assigns stressVector to given vector v.
void	letPVectorBe (const FloatArray &v)
	Assigns PVector to given vector v.
void	letCVectorBe (const FloatArray &v)
	Assigns CVector to given vector v.
void	letFVectorBe (const FloatArray &v)
	Assigns FVector to given vector v.
void	letTempStressVectorBe (const FloatArray &v)
	Assigns tempStressVector to given vector v.
void	letTempStrainVectorBe (const FloatArray &v)
	Assigns tempStrainVector to given vector v.
void	letTempPVectorBe (const FloatArray &v)
	Assigns tempPVector to given vector v.
void	letTempCVectorBe (const FloatArray &v)
	Assigns tempPVector to given vector v.
void	letTempFVectorBe (const FloatArray &v)
	Assigns tempFVector to given vector v.
const char *	giveClassName () const override
void	copyStateVariables (const MaterialStatus &iStatus) override
	Functions for MaterialStatusMapperInterface.
void	addStateVariables (const MaterialStatus &iStatus) override
Public Member Functions inherited from oofem::MaterialStatus
	MaterialStatus (GaussPoint *g)
virtual bool	giveMaterialProperty (int propID, double &value)
virtual void	setMaterialProperty (int propID, double value)
Public Member Functions inherited from oofem::IntegrationPointStatus
	IntegrationPointStatus (GaussPoint *g)
virtual	~IntegrationPointStatus ()=default
	Destructor.
virtual void	setStatusVariable (int varID, double value)
virtual Interface *	giveInterface (InterfaceType t)
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)
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)
virtual int	MSMI_finish (const TimeStep &iTStep)

Detailed Description

This class implements the material status associated to ConcreteDPM2. Main article is "CDPM2: A damage-plasticity approach to modelling the failure of concrete" International Journal of Solids and Structures, Volume 50, Issue 24, November 2013, Pages 3805-3816 See also https://petergrassl.com/Research/Constitutive/index.html for more info.

Author: Peter Grassl, Dimitrios Xenos

Definition at line 85 of file concretedpm2.h.

Member Enumeration Documentation

◆ state_flag_values

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 89 of file concretedpm2.h.

Constructor & Destructor Documentation

◆ ConcreteDPM2Status()

oofem::ConcreteDPM2Status::ConcreteDPM2Status ( GaussPoint * gp )

Constructor.

Definition at line 54 of file concretedpm2.C.

References oofem::IntegrationPointStatus::gp, oofem::StructuralMaterialStatus::strainVector, oofem::StructuralMaterialStatus::stressVector, oofem::StructuralMaterialStatus::StructuralMaterialStatus(), oofem::StructuralMaterialStatus::tempStrainVector, and oofem::StructuralMaterialStatus::tempStressVector.

Member Function Documentation

◆ computeWork()

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 428 of file concretedpm2.C.

References oofem::dot(), giveTempStressWork(), oofem::IntegrationPointStatus::gp, reducedStrain, setTempDissWork(), setTempStressWork(), oofem::StructuralMaterialStatus::stressVector, tempDissWork, tempPlasticStrain, tempReducedStrain, oofem::StructuralMaterialStatus::tempStressVector, and tempStressWork.

◆ giveAlpha()

double oofem::ConcreteDPM2Status::giveAlpha ( ) const

inline

Get value of alpha from the status.

Returns: value of alpha.

Definition at line 405 of file concretedpm2.h.

References alpha.

◆ giveClassName()

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

inlineoverridevirtual

Implements oofem::IntegrationPointStatus.

Definition at line 199 of file concretedpm2.h.

◆ giveDamageCompression()

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 329 of file concretedpm2.h.

References damageCompression.

◆ giveDamageTension()

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 321 of file concretedpm2.h.

References damageTension.

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

◆ giveDeltaEquivStrain()

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 446 of file concretedpm2.h.

References deltaEquivStrain.

◆ giveDeltaLambda()

double oofem::ConcreteDPM2Status::giveDeltaLambda ( ) const

inline

Definition at line 390 of file concretedpm2.h.

References deltaLambda.

◆ giveDeviatoricPlasticStrainNorm()

double oofem::ConcreteDPM2Status::giveDeviatoricPlasticStrainNorm ( ) const

inline

Get the deviatoric plastic strain norm from the material status.

Returns: DeviatoricPlasticStrainNorm.

Definition at line 233 of file concretedpm2.h.

References oofem::StructuralMaterial::computeDeviator(), and plasticStrain.

◆ giveDissWork()

double oofem::ConcreteDPM2Status::giveDissWork ( )

inline

Returns the density of dissipated work.

Definition at line 596 of file concretedpm2.h.

References dissWork.

◆ giveEquivStrain()

double oofem::ConcreteDPM2Status::giveEquivStrain ( ) const

inline

Get the equivalent strain from the material status.

Returns: Equivalent strain equivStrain.

Definition at line 296 of file concretedpm2.h.

References equivStrain.

◆ giveEquivStrainCompression()

double oofem::ConcreteDPM2Status::giveEquivStrainCompression ( ) const

inline

Get the compression equivalent strain from the material status.

Returns: Equivalent strain equivStrainCompression.

Definition at line 313 of file concretedpm2.h.

References equivStrainCompression.

◆ giveEquivStrainTension()

double oofem::ConcreteDPM2Status::giveEquivStrainTension ( ) const

inline

Get the tension equivalent strain from the material status.

Returns: Equivalent strain equivStrainTension.

Definition at line 304 of file concretedpm2.h.

References equivStrainTension.

◆ giveKappaDCompression()

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 422 of file concretedpm2.h.

References kappaDCompression.

◆ giveKappaDCompressionOne()

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 269 of file concretedpm2.h.

References kappaDCompressionOne.

◆ giveKappaDCompressionTwo()

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 287 of file concretedpm2.h.

References kappaDCompressionTwo.

◆ giveKappaDTension()

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 398 of file concretedpm2.h.

References kappaDTension.

◆ giveKappaDTensionOne()

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 261 of file concretedpm2.h.

References kappaDTensionOne.

◆ giveKappaDTensionTwo()

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 278 of file concretedpm2.h.

References kappaDTensionTwo.

◆ giveKappaP()

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 253 of file concretedpm2.h.

References kappaP.

◆ giveLe()

double oofem::ConcreteDPM2Status::giveLe ( ) const

inline

Gives the characteristic length.

Definition at line 571 of file concretedpm2.h.

References le.

◆ givePlasticStrain()

const FloatArrayF< 6 > & oofem::ConcreteDPM2Status::givePlasticStrain ( ) const

inline

Get the plastic strain vector from the material status.

Returns: Strain vector.

Definition at line 227 of file concretedpm2.h.

References plasticStrain.

◆ giveRateFactor()

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 337 of file concretedpm2.h.

References rateFactor.

◆ giveRateStrain()

double oofem::ConcreteDPM2Status::giveRateStrain ( ) const

inline

Definition at line 349 of file concretedpm2.h.

References rateStrain.

◆ giveReducedStrain()

const FloatArrayF< 6 > & oofem::ConcreteDPM2Status::giveReducedStrain ( ) const

inline

Get the reduced strain vector from the material status.

Returns: Strain vector.

Definition at line 208 of file concretedpm2.h.

References reducedStrain.

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

◆ giveStateFlag()

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 363 of file concretedpm2.h.

References state_flag.

◆ giveStressWork()

double oofem::ConcreteDPM2Status::giveStressWork ( )

inline

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

Definition at line 590 of file concretedpm2.h.

References stressWork.

◆ giveTempAlpha()

double oofem::ConcreteDPM2Status::giveTempAlpha ( ) const

inline

Get value of temp alpha from the status.

Returns: value of temp alpha.

Definition at line 412 of file concretedpm2.h.

References tempAlpha.

◆ giveTempDamageCompression()

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 438 of file concretedpm2.h.

References tempDamageCompression.

◆ giveTempDamageTension()

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 430 of file concretedpm2.h.

References tempDamageTension.

◆ giveTempDissWork()

double oofem::ConcreteDPM2Status::giveTempDissWork ( )

inline

Returns the density of temp dissipated work.

Definition at line 598 of file concretedpm2.h.

References tempDissWork.

◆ giveTempEffectiveStress()

const FloatArrayF< 6 > & oofem::ConcreteDPM2Status::giveTempEffectiveStress ( ) const

inline

Get the effective stress vector from the material status.

Returns: effective stress vector.

Definition at line 221 of file concretedpm2.h.

References tempEffectiveStress.

◆ giveTempKappaP()

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 387 of file concretedpm2.h.

References tempKappaP.

◆ giveTempPlasticStrain()

const FloatArrayF< 6 > & 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 374 of file concretedpm2.h.

References tempPlasticStrain.

Referenced by oofem::ConcreteDPM2::computeDeltaPlasticStrainNormCompression(), and oofem::ConcreteDPM2::computeDeltaPlasticStrainNormTension().

◆ giveTempRateFactor()

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 345 of file concretedpm2.h.

References tempRateFactor.

◆ giveTempReducedStrain()

const FloatArrayF< 6 > & oofem::ConcreteDPM2Status::giveTempReducedStrain ( ) const

inline

Get the reduced strain vector from the material status.

Returns: Strain vector.

Definition at line 214 of file concretedpm2.h.

References tempReducedStrain.

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

◆ giveTempStateFlag()

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 454 of file concretedpm2.h.

References temp_state_flag.

◆ giveTempStressWork()

double oofem::ConcreteDPM2Status::giveTempStressWork ( )

inline

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

Definition at line 592 of file concretedpm2.h.

References tempStressWork.

Referenced by computeWork().

◆ giveTempVolumetricPlasticStrain()

double oofem::ConcreteDPM2Status::giveTempVolumetricPlasticStrain ( ) const

inline

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

Definition at line 379 of file concretedpm2.h.

References tempPlasticStrain.

◆ giveVolumetricPlasticStrain()

double oofem::ConcreteDPM2Status::giveVolumetricPlasticStrain ( ) const

inline

Get the volumetric plastic strain from the material status.

Returns: volumetricPlasticStrainNorm.

Definition at line 244 of file concretedpm2.h.

References plasticStrain.

◆ initTempStatus()

void oofem::ConcreteDPM2Status::initTempStatus ( )

overridevirtual

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

Reimplemented from oofem::MaterialStatus.

Definition at line 64 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, reducedStrain, state_flag, stressWork, temp_state_flag, tempAlpha, tempDamageCompression, tempDamageTension, tempDissWork, tempEquivStrain, tempEquivStrainCompression, tempEquivStrainTension, tempKappaDCompression, tempKappaDCompressionOne, tempKappaDCompressionTwo, tempKappaDTension, tempKappaDTensionOne, tempKappaDTensionTwo, tempKappaP, tempPlasticStrain, tempRateFactor, tempRateStrain, tempReducedStrain, and tempStressWork.

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

◆ letDeltaLambdaBe()

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

inline

Definition at line 481 of file concretedpm2.h.

References deltaLambda.

◆ letKappaPPeakBe()

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

inline

Definition at line 586 of file concretedpm2.h.

References kappaPPeak.

◆ letTempAlphaBe()

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

inline

Definition at line 356 of file concretedpm2.h.

References tempAlpha.

◆ letTempDamageCompressionBe()

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 537 of file concretedpm2.h.

References tempDamageCompression.

◆ letTempDamageTensionBe()

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 530 of file concretedpm2.h.

References tempDamageTension.

◆ letTempEffectiveStressBe()

void oofem::ConcreteDPM2Status::letTempEffectiveStressBe ( const FloatArrayF< 6 > & v )

inline

Definition at line 470 of file concretedpm2.h.

References tempEffectiveStress.

◆ letTempEquivStrainBe()

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 551 of file concretedpm2.h.

References tempEquivStrain.

◆ letTempEquivStrainCompressionBe()

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 565 of file concretedpm2.h.

References tempEquivStrainCompression.

◆ letTempEquivStrainTensionBe()

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 558 of file concretedpm2.h.

References tempEquivStrainTension.

◆ letTempKappaDCompressionBe()

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 495 of file concretedpm2.h.

References tempKappaDCompression.

◆ letTempKappaDCompressionOneBe()

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 509 of file concretedpm2.h.

References tempKappaDCompressionOne.

◆ letTempKappaDCompressionTwoBe()

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 523 of file concretedpm2.h.

References tempKappaDCompressionTwo.

◆ letTempKappaDTensionBe()

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 488 of file concretedpm2.h.

References tempKappaDTension.

◆ letTempKappaDTensionOneBe()

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 502 of file concretedpm2.h.

References tempKappaDTensionOne.

◆ letTempKappaDTensionTwoBe()

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 516 of file concretedpm2.h.

References tempKappaDTensionTwo.

◆ letTempKappaPBe()

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 478 of file concretedpm2.h.

References tempKappaP.

◆ letTempPlasticStrainBe()

void oofem::ConcreteDPM2Status::letTempPlasticStrainBe ( const FloatArrayF< 6 > & v )

inline

Assign the temp value of deviatoric plastic strain.

Parameters

v	New temp value of deviatoric plastic strain

Definition at line 463 of file concretedpm2.h.

References tempPlasticStrain.

◆ letTempRateFactorBe()

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 544 of file concretedpm2.h.

References tempRateFactor.

◆ letTempRateStrainBe()

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

inline

Definition at line 352 of file concretedpm2.h.

References tempRateStrain.

◆ letTempReducedStrainBe()

void oofem::ConcreteDPM2Status::letTempReducedStrainBe ( const FloatArrayF< 6 > & v )

inline

Definition at line 467 of file concretedpm2.h.

References tempReducedStrain.

◆ letTempStateFlagBe()

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 583 of file concretedpm2.h.

References temp_state_flag.

◆ printOutputAt()

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

overridevirtual

Print receiver's output to given stream.

Reimplemented from oofem::IntegrationPointStatus.

Definition at line 150 of file concretedpm2.C.

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

◆ restoreContext()

void oofem::ConcreteDPM2Status::restoreContext	(	DataStream &	stream,
		ContextMode	mode )

overridevirtual

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, ...).

Exceptions

throws an ContextIOERR exception if error encountered.

Reimplemented from oofem::IntegrationPointStatus.

Definition at line 327 of file concretedpm2.C.

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

◆ saveContext()

void oofem::ConcreteDPM2Status::saveContext	(	DataStream &	stream,
		ContextMode	mode )

overridevirtual

Stores receiver state to output stream.

Parameters

stream	Output stream.
mode	Determines amount of info required in stream (state, definition, ...).

Exceptions

throws an ContextIOERR exception if error encountered.

Reimplemented from oofem::IntegrationPointStatus.

Definition at line 223 of file concretedpm2.C.

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

◆ setLe()

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

inline

Sets the characteristic length.

Definition at line 576 of file concretedpm2.h.

References le.

◆ setTempDissWork()

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

inline

Sets the density of dissipated work to given value.

Definition at line 600 of file concretedpm2.h.

References tempDissWork.

Referenced by computeWork().

◆ setTempStressWork()

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

inline

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

Definition at line 594 of file concretedpm2.h.

References tempStressWork.

Referenced by computeWork().

◆ updateYourself()

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

overridevirtual

Update equilibrium history variables according to temp-variables. Invoked, after new equilibrium state has been reached.

Reimplemented from oofem::IntegrationPointStatus.

Definition at line 103 of file concretedpm2.C.

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

Member Data Documentation

◆ alpha

double oofem::ConcreteDPM2Status::alpha = 0.

protected

Definition at line 129 of file concretedpm2.h.

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

◆ damageCompression

double oofem::ConcreteDPM2Status::damageCompression = 0.

protected

Definition at line 162 of file concretedpm2.h.

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

◆ damageTension

double oofem::ConcreteDPM2Status::damageTension = 0.

protected

Definition at line 159 of file concretedpm2.h.

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

◆ deltaEquivStrain

double oofem::ConcreteDPM2Status::deltaEquivStrain = 0.

protected

Definition at line 165 of file concretedpm2.h.

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

◆ deltaLambda

double oofem::ConcreteDPM2Status::deltaLambda = 0.

protected

Definition at line 125 of file concretedpm2.h.

Referenced by giveDeltaLambda(), and letDeltaLambdaBe().

◆ dissWork

double oofem::ConcreteDPM2Status::dissWork = 0.

protected

Density of dissipated work.

Definition at line 185 of file concretedpm2.h.

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

◆ effectiveStress

FloatArrayF< 6 > oofem::ConcreteDPM2Status::effectiveStress

protected

Definition at line 113 of file concretedpm2.h.

◆ equivStrain

double oofem::ConcreteDPM2Status::equivStrain = 0.

protected

Definition at line 132 of file concretedpm2.h.

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

◆ equivStrainCompression

double oofem::ConcreteDPM2Status::equivStrainCompression = 0.

protected

Definition at line 138 of file concretedpm2.h.

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

◆ equivStrainTension

double oofem::ConcreteDPM2Status::equivStrainTension = 0.

protected

Definition at line 135 of file concretedpm2.h.

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

◆ kappaDCompression

double oofem::ConcreteDPM2Status::kappaDCompression = 0.

protected

Definition at line 144 of file concretedpm2.h.

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

◆ kappaDCompressionOne

double oofem::ConcreteDPM2Status::kappaDCompressionOne = 0.

protected

Definition at line 150 of file concretedpm2.h.

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

◆ kappaDCompressionTwo

double oofem::ConcreteDPM2Status::kappaDCompressionTwo = 0.

protected

Definition at line 156 of file concretedpm2.h.

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

◆ kappaDTension

double oofem::ConcreteDPM2Status::kappaDTension = 0.

protected

Definition at line 141 of file concretedpm2.h.

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

◆ kappaDTensionOne

double oofem::ConcreteDPM2Status::kappaDTensionOne = 0.

protected

Definition at line 147 of file concretedpm2.h.

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

◆ kappaDTensionTwo

double oofem::ConcreteDPM2Status::kappaDTensionTwo = 0.

protected

Definition at line 153 of file concretedpm2.h.

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

◆ kappaP

double oofem::ConcreteDPM2Status::kappaP = 0.

protected

Definition at line 119 of file concretedpm2.h.

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

◆ kappaPPeak

double oofem::ConcreteDPM2Status::kappaPPeak = 0.

protected

Definition at line 123 of file concretedpm2.h.

Referenced by letKappaPPeakBe().

◆ le

double oofem::ConcreteDPM2Status::le = 0.

protected

Definition at line 127 of file concretedpm2.h.

Referenced by giveLe(), printOutputAt(), restoreContext(), saveContext(), and setLe().

◆ plasticStrain

FloatArrayF< 6 > oofem::ConcreteDPM2Status::plasticStrain

protected

Definition at line 107 of file concretedpm2.h.

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

◆ rateFactor

double oofem::ConcreteDPM2Status::rateFactor = 1.

protected

Definition at line 167 of file concretedpm2.h.

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

◆ rateStrain

double oofem::ConcreteDPM2Status::rateStrain = 0.

protected

Strains that are used for calculation of strain rates.

Definition at line 171 of file concretedpm2.h.

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

◆ reducedStrain

FloatArrayF< 6 > oofem::ConcreteDPM2Status::reducedStrain

protected

Definition at line 110 of file concretedpm2.h.

Referenced by computeWork(), giveReducedStrain(), initTempStatus(), printOutputAt(), restoreContext(), saveContext(), and updateYourself().

◆ state_flag

int oofem::ConcreteDPM2Status::state_flag = ConcreteDPM2Status::ConcreteDPM2_Elastic

protected

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

Definition at line 175 of file concretedpm2.h.

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

◆ stressWork

double oofem::ConcreteDPM2Status::stressWork = 0.

protected

Density of total work done by stresses on strain increments.

Definition at line 181 of file concretedpm2.h.

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

◆ temp_state_flag

int oofem::ConcreteDPM2Status::temp_state_flag = ConcreteDPM2Status::ConcreteDPM2_Elastic

protected

Definition at line 176 of file concretedpm2.h.

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

◆ tempAlpha

double oofem::ConcreteDPM2Status::tempAlpha = 0.

protected

Definition at line 130 of file concretedpm2.h.

Referenced by giveTempAlpha(), initTempStatus(), letTempAlphaBe(), and updateYourself().

◆ tempDamageCompression

double oofem::ConcreteDPM2Status::tempDamageCompression = 0.

protected

Definition at line 163 of file concretedpm2.h.

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

◆ tempDamageTension

double oofem::ConcreteDPM2Status::tempDamageTension = 0.

protected

Definition at line 160 of file concretedpm2.h.

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

◆ tempDissWork

double oofem::ConcreteDPM2Status::tempDissWork = 0.

protected

Non-equilibrated density of dissipated work.

Definition at line 187 of file concretedpm2.h.

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

◆ tempEffectiveStress

FloatArrayF< 6 > oofem::ConcreteDPM2Status::tempEffectiveStress

protected

Definition at line 114 of file concretedpm2.h.

Referenced by giveTempEffectiveStress(), and letTempEffectiveStressBe().

◆ tempEquivStrain

double oofem::ConcreteDPM2Status::tempEquivStrain = 0.

protected

Definition at line 133 of file concretedpm2.h.

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

◆ tempEquivStrainCompression

double oofem::ConcreteDPM2Status::tempEquivStrainCompression = 0.

protected

Definition at line 139 of file concretedpm2.h.

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

◆ tempEquivStrainTension

double oofem::ConcreteDPM2Status::tempEquivStrainTension = 0.

protected

Definition at line 136 of file concretedpm2.h.

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

◆ tempKappaDCompression

double oofem::ConcreteDPM2Status::tempKappaDCompression = 0.

protected

Definition at line 145 of file concretedpm2.h.

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

◆ tempKappaDCompressionOne

double oofem::ConcreteDPM2Status::tempKappaDCompressionOne = 0.

protected

Definition at line 151 of file concretedpm2.h.

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

◆ tempKappaDCompressionTwo

double oofem::ConcreteDPM2Status::tempKappaDCompressionTwo = 0.

protected

Definition at line 157 of file concretedpm2.h.

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

◆ tempKappaDTension

double oofem::ConcreteDPM2Status::tempKappaDTension = 0.

protected

Definition at line 142 of file concretedpm2.h.

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

◆ tempKappaDTensionOne

double oofem::ConcreteDPM2Status::tempKappaDTensionOne = 0.

protected

Definition at line 148 of file concretedpm2.h.

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

◆ tempKappaDTensionTwo

double oofem::ConcreteDPM2Status::tempKappaDTensionTwo = 0.

protected

Definition at line 154 of file concretedpm2.h.

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

◆ tempKappaP

double oofem::ConcreteDPM2Status::tempKappaP = 0.

protected

Definition at line 120 of file concretedpm2.h.

Referenced by giveTempKappaP(), initTempStatus(), letTempKappaPBe(), and updateYourself().

◆ tempPlasticStrain

FloatArrayF< 6 > oofem::ConcreteDPM2Status::tempPlasticStrain

protected

Definition at line 108 of file concretedpm2.h.

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

◆ tempRateFactor

double oofem::ConcreteDPM2Status::tempRateFactor = 0.

protected

Definition at line 168 of file concretedpm2.h.

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

◆ tempRateStrain

double oofem::ConcreteDPM2Status::tempRateStrain = 0.

protected

Definition at line 172 of file concretedpm2.h.

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

◆ tempReducedStrain

FloatArrayF< 6 > oofem::ConcreteDPM2Status::tempReducedStrain

protected

Definition at line 111 of file concretedpm2.h.

Referenced by computeWork(), giveTempReducedStrain(), initTempStatus(), letTempReducedStrainBe(), and updateYourself().

◆ tempStressWork

double oofem::ConcreteDPM2Status::tempStressWork = 0.

protected

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

Definition at line 183 of file concretedpm2.h.

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

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

Public Types

Protected Attributes

Hardening variable

Additional Inherited Members

Detailed Description

Member Enumeration Documentation

◆ state_flag_values

Constructor & Destructor Documentation

◆ ConcreteDPM2Status()

Member Function Documentation

◆ computeWork()

◆ giveAlpha()

◆ giveClassName()

◆ giveDamageCompression()

◆ giveDamageTension()

◆ giveDeltaEquivStrain()

◆ giveDeltaLambda()

◆ giveDeviatoricPlasticStrainNorm()

◆ giveDissWork()

◆ giveEquivStrain()

◆ giveEquivStrainCompression()

◆ giveEquivStrainTension()

◆ giveKappaDCompression()

◆ giveKappaDCompressionOne()

◆ giveKappaDCompressionTwo()

◆ giveKappaDTension()

◆ giveKappaDTensionOne()

◆ giveKappaDTensionTwo()

◆ giveKappaP()

◆ giveLe()

◆ givePlasticStrain()

◆ giveRateFactor()

◆ giveRateStrain()

◆ giveReducedStrain()

◆ giveStateFlag()

◆ giveStressWork()

◆ giveTempAlpha()

◆ giveTempDamageCompression()

◆ giveTempDamageTension()

◆ giveTempDissWork()

◆ giveTempEffectiveStress()

◆ giveTempKappaP()

◆ giveTempPlasticStrain()

◆ giveTempRateFactor()

◆ giveTempReducedStrain()

◆ giveTempStateFlag()

◆ giveTempStressWork()

◆ giveTempVolumetricPlasticStrain()

◆ giveVolumetricPlasticStrain()

◆ initTempStatus()

◆ letDeltaLambdaBe()

◆ letKappaPPeakBe()

◆ letTempAlphaBe()

◆ letTempDamageCompressionBe()

◆ letTempDamageTensionBe()

◆ letTempEffectiveStressBe()

◆ letTempEquivStrainBe()

◆ letTempEquivStrainCompressionBe()

◆ letTempEquivStrainTensionBe()

◆ letTempKappaDCompressionBe()

◆ letTempKappaDCompressionOneBe()

◆ letTempKappaDCompressionTwoBe()

◆ letTempKappaDTensionBe()

◆ letTempKappaDTensionOneBe()

◆ letTempKappaDTensionTwoBe()

◆ letTempKappaPBe()

◆ letTempPlasticStrainBe()

◆ letTempRateFactorBe()

◆ letTempRateStrainBe()

◆ letTempReducedStrainBe()

◆ letTempStateFlagBe()

◆ printOutputAt()

◆ restoreContext()

◆ saveContext()

◆ setLe()

◆ setTempDissWork()

◆ setTempStressWork()

◆ updateYourself()

Member Data Documentation

◆ alpha