#include <concretedpm.h>

Inheritance diagram for oofem::ConcreteDPMStatus:

Collaboration diagram for oofem::ConcreteDPMStatus:

Public Types
enum	state_flag_values { ConcreteDPM_Elastic , ConcreteDPM_Unloading , ConcreteDPM_Plastic , ConcreteDPM_Damage , ConcreteDPM_PlasticDamage , ConcreteDPM_VertexCompression , ConcreteDPM_VertexTension , ConcreteDPM_VertexCompressionDamage , ConcreteDPM_VertexTensionDamage }
	Values of history variable state_flag. More...
enum	Concrete_VertexType { VT_Regular , VT_Tension , VT_Compression }

Protected Attributes
History variables of the plasticity model
FloatArrayF< 6 >	plasticStrain
FloatArrayF< 6 >	tempPlasticStrain
double	tempVolumetricPlasticStrain = 0.
double	dFDKappa = 0.
double	deltaLambda = 0.
Hardening variable
double	kappaP = 0.
double	tempKappaP = 0.
double	le = 0.
History variables of the damage model
double	equivStrain = 0.
double	tempEquivStrain = 0.
double	kappaD = 0.
double	tempKappaD = 0.
double	damage = 0.
double	tempDamage = 0.
double	deltaEquivStrain = 0.
Indicates the state (i.e. elastic, unloading, plastic, damage, vertex) of the Gauss point
int	state_flag = ConcreteDPM_Elastic
int	temp_state_flag = ConcreteDPM_Elastic
int	vertexType = ConcreteDPMStatus::VT_Regular
int	tempVertexType = ConcreteDPMStatus::VT_Regular
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

History variable of the modified size-dependent adjustment
(indicating value of omega*ft/E+kappaD at the onset of localization)
double	epsloc = -1.
double	tempEpsloc = -1.
	ConcreteDPMStatus (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
int	setIPValue (const FloatArray &value, InternalStateType type)
const char *	giveClassName () const override
const FloatArrayF< 6 > &	givePlasticStrain () const
double	giveDeviatoricPlasticStrainNorm ()
double	giveVolumetricPlasticStrain () const
double	giveKappaP () const
double	giveKappaD () const
double	giveEquivStrain () const
double	giveEpsLoc () const
void	letTempEpslocBe (double v)
double	giveDamage () const
int	giveStateFlag () const
const FloatArrayF< 6 > &	giveTempPlasticStrain () const
double	giveTempVolumetricPlasticStrain () const
double	giveTempKappaP () const
double	giveTempKappaD () const
double	giveTempDamage () const
double	giveDeltaEquivStrain () const
int	giveTempStateFlag () const
int	giveTempVertexType () const
void	letTempPlasticStrainBe (const FloatArrayF< 6 > &v)
void	letPlasticStrainBe (const FloatArrayF< 6 > &v)
void	letDeltaLambdaBe (double v)
void	letTempVolumetricPlasticStrainBe (double v)
void	letTempKappaPBe (double v)
void	letTempKappaDBe (double v)
void	letKappaDBe (double v)
void	letTempEquivStrainBe (double v)
void	letEquivStrainBe (double v)
void	letTempDamageBe (double v)
void	letDeltaEquivStrainBe (double v)
double	giveLe ()
void	setLe (double ls)
void	letTempStateFlagBe (int v)
void	letTempVertexTypeBe (const int type)

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

Definition at line 77 of file concretedpm.h.

Member Enumeration Documentation

◆ Concrete_VertexType

enum oofem::ConcreteDPMStatus::Concrete_VertexType

Enumerator
VT_Regular
VT_Tension
VT_Compression

Definition at line 93 of file concretedpm.h.

◆ state_flag_values

enum oofem::ConcreteDPMStatus::state_flag_values

Values of history variable state_flag.

Enumerator
ConcreteDPM_Elastic
ConcreteDPM_Unloading
ConcreteDPM_Plastic
ConcreteDPM_Damage
ConcreteDPM_PlasticDamage
ConcreteDPM_VertexCompression
ConcreteDPM_VertexTension
ConcreteDPM_VertexCompressionDamage
ConcreteDPM_VertexTensionDamage

Definition at line 81 of file concretedpm.h.

Constructor & Destructor Documentation

◆ ConcreteDPMStatus()

oofem::ConcreteDPMStatus::ConcreteDPMStatus ( GaussPoint * gp )

Constructor.

Definition at line 54 of file concretedpm.C.

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

Member Function Documentation

◆ giveClassName()

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

inlineoverridevirtual

Implements oofem::IntegrationPointStatus.

Definition at line 163 of file concretedpm.h.

◆ giveDamage()

double oofem::ConcreteDPMStatus::giveDamage ( ) const

inline

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

Returns: Damage variable damage.

Definition at line 229 of file concretedpm.h.

References damage.

◆ giveDeltaEquivStrain()

double oofem::ConcreteDPMStatus::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 276 of file concretedpm.h.

References deltaEquivStrain.

◆ giveDeviatoricPlasticStrainNorm()

double oofem::ConcreteDPMStatus::giveDeviatoricPlasticStrainNorm ( )

inline

Get the deviatoric plastic strain norm from the material status.

Returns: Deviatoric plasticStrainNorm.

Definition at line 175 of file concretedpm.h.

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

◆ giveEpsLoc()

double oofem::ConcreteDPMStatus::giveEpsLoc ( ) const

inline

Get the value of omega*ft/E at the expected onset of localization (defined by negative second-order work).

Returns: Variable epsloc.

Definition at line 213 of file concretedpm.h.

References epsloc.

Referenced by oofem::ConcreteDPM::computeDamageParam().

◆ giveEquivStrain()

double oofem::ConcreteDPMStatus::giveEquivStrain ( ) const

inline

Get the equivalent strain from the material status.

Returns: Equivalent strain.

Definition at line 205 of file concretedpm.h.

References equivStrain.

◆ giveKappaD()

double oofem::ConcreteDPMStatus::giveKappaD ( ) const

inline

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

Returns: Hardening variable kappaD.

Definition at line 198 of file concretedpm.h.

References kappaD.

◆ giveKappaP()

double oofem::ConcreteDPMStatus::giveKappaP ( ) const

inline

Get the hardening variable of the plasticity model.

Returns: The hardening variable of the plasticity model.

Definition at line 191 of file concretedpm.h.

References kappaP.

◆ giveLe()

double oofem::ConcreteDPMStatus::giveLe ( )

inline

Gives the characteristic length.

Definition at line 353 of file concretedpm.h.

References le.

Referenced by oofem::ConcreteDPM::computeDamageParam().

◆ givePlasticStrain()

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

inline

Get the plastic strain deviator from the material status.

Returns: Plastic strain deviator.

Definition at line 169 of file concretedpm.h.

References plasticStrain.

◆ giveStateFlag()

int oofem::ConcreteDPMStatus::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 235 of file concretedpm.h.

References state_flag.

◆ giveTempDamage()

double oofem::ConcreteDPMStatus::giveTempDamage ( ) 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 269 of file concretedpm.h.

References tempDamage.

◆ giveTempKappaD()

double oofem::ConcreteDPMStatus::giveTempKappaD ( ) const

inline

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

Returns: Temp value of hardening variable kappaD.

Definition at line 262 of file concretedpm.h.

References tempKappaD.

◆ giveTempKappaP()

double oofem::ConcreteDPMStatus::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 255 of file concretedpm.h.

References tempKappaP.

◆ giveTempPlasticStrain()

const FloatArrayF< 6 > & oofem::ConcreteDPMStatus::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 241 of file concretedpm.h.

References tempPlasticStrain.

◆ giveTempStateFlag()

int oofem::ConcreteDPMStatus::giveTempStateFlag ( ) const

inline

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

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

Definition at line 284 of file concretedpm.h.

References temp_state_flag.

◆ giveTempVertexType()

int oofem::ConcreteDPMStatus::giveTempVertexType ( ) const

inline

Definition at line 286 of file concretedpm.h.

References tempVertexType.

◆ giveTempVolumetricPlasticStrain()

double oofem::ConcreteDPMStatus::giveTempVolumetricPlasticStrain ( ) const

inline

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

Returns: Temp value of volumetric plastic strain.

Definition at line 247 of file concretedpm.h.

References tempVolumetricPlasticStrain.

◆ giveVolumetricPlasticStrain()

double oofem::ConcreteDPMStatus::giveVolumetricPlasticStrain ( ) const

inline

Definition at line 182 of file concretedpm.h.

References plasticStrain.

◆ initTempStatus()

void oofem::ConcreteDPMStatus::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 65 of file concretedpm.C.

References damage, epsloc, equivStrain, oofem::StructuralMaterialStatus::initTempStatus(), kappaD, kappaP, plasticStrain, state_flag, temp_state_flag, tempDamage, tempEpsloc, tempEquivStrain, tempKappaD, tempKappaP, tempPlasticStrain, tempVertexType, and vertexType.

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

◆ letDeltaEquivStrainBe()

void oofem::ConcreteDPMStatus::letDeltaEquivStrainBe ( double v )

inline

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

Parameters

v	New temp value of the damage variable.

Definition at line 348 of file concretedpm.h.

References deltaEquivStrain.

◆ letDeltaLambdaBe()

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

inline

Assign the value of deviatoric plastic strain.

Parameters

v	New temp value of deviatoric plastic strain.

Definition at line 302 of file concretedpm.h.

References deltaLambda.

◆ letEquivStrainBe()

void oofem::ConcreteDPMStatus::letEquivStrainBe ( double v )

inline

Assigns converged value (only to be used when restoring consistency)

Definition at line 336 of file concretedpm.h.

References equivStrain.

◆ letKappaDBe()

void oofem::ConcreteDPMStatus::letKappaDBe ( double v )

inline

Assigns converged value (only to be used when restoring consistency)

Definition at line 327 of file concretedpm.h.

References kappaD.

◆ letPlasticStrainBe()

void oofem::ConcreteDPMStatus::letPlasticStrainBe ( const FloatArrayF< 6 > & v )

inline

Assigns converged value (only to be used when restoring consistency)

Definition at line 296 of file concretedpm.h.

References plasticStrain.

◆ letTempDamageBe()

void oofem::ConcreteDPMStatus::letTempDamageBe ( double v )

inline

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

Parameters

v	New temp value of the damage variable.

Definition at line 342 of file concretedpm.h.

References tempDamage.

◆ letTempEpslocBe()

void oofem::ConcreteDPMStatus::letTempEpslocBe ( double v )

inline

History variable of the modified size-dependent adjustment Assign the temp value of the damage variable of the damage model.

Parameters

v	New temp value of the damage variable.

Definition at line 220 of file concretedpm.h.

References tempEpsloc.

◆ letTempEquivStrainBe()

void oofem::ConcreteDPMStatus::letTempEquivStrainBe ( 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 332 of file concretedpm.h.

References tempEquivStrain.

◆ letTempKappaDBe()

void oofem::ConcreteDPMStatus::letTempKappaDBe ( 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 323 of file concretedpm.h.

References tempKappaD.

◆ letTempKappaPBe()

void oofem::ConcreteDPMStatus::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 315 of file concretedpm.h.

References tempKappaP.

◆ letTempPlasticStrainBe()

void oofem::ConcreteDPMStatus::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 292 of file concretedpm.h.

References tempPlasticStrain.

◆ letTempStateFlagBe()

void oofem::ConcreteDPMStatus::letTempStateFlagBe ( 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 366 of file concretedpm.h.

References temp_state_flag.

◆ letTempVertexTypeBe()

void oofem::ConcreteDPMStatus::letTempVertexTypeBe ( const int type )

inline

Definition at line 368 of file concretedpm.h.

References tempVertexType.

◆ letTempVolumetricPlasticStrainBe()

void oofem::ConcreteDPMStatus::letTempVolumetricPlasticStrainBe ( double v )

inline

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

Definition at line 308 of file concretedpm.h.

References tempVolumetricPlasticStrain.

◆ printOutputAt()

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

overridevirtual

Print receiver's output to given stream.

Reimplemented from oofem::IntegrationPointStatus.

Definition at line 101 of file concretedpm.C.

References ConcreteDPM_Damage, ConcreteDPM_Elastic, ConcreteDPM_Plastic, ConcreteDPM_PlasticDamage, ConcreteDPM_Unloading, ConcreteDPM_VertexCompression, ConcreteDPM_VertexCompressionDamage, ConcreteDPM_VertexTension, ConcreteDPM_VertexTensionDamage, damage, kappaD, kappaP, oofem::StructuralMaterialStatus::printOutputAt(), and state_flag.

◆ restoreContext()

void oofem::ConcreteDPMStatus::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 221 of file concretedpm.C.

References oofem::CIO_IOERR, oofem::CIO_OK, damage, deltaEquivStrain, dFDKappa, epsloc, equivStrain, kappaD, kappaP, le, plasticStrain, oofem::DataStream::read(), oofem::StructuralMaterialStatus::restoreContext(), state_flag, tempVolumetricPlasticStrain, THROW_CIOERR, and vertexType.

◆ saveContext()

void oofem::ConcreteDPMStatus::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 162 of file concretedpm.C.

References oofem::CIO_IOERR, oofem::CIO_OK, damage, deltaEquivStrain, dFDKappa, epsloc, equivStrain, kappaD, kappaP, le, plasticStrain, oofem::StructuralMaterialStatus::saveContext(), state_flag, tempVolumetricPlasticStrain, THROW_CIOERR, vertexType, and oofem::DataStream::write().

◆ setIPValue()

int oofem::ConcreteDPMStatus::setIPValue	(	const FloatArray &	value,
		InternalStateType	type )

Definition at line 277 of file concretedpm.C.

References oofem::FloatArray::at(), damage, kappaD, and kappaP.

◆ setLe()

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

inline

Sets the characteristic length.

Parameters

ls	New characteristic length.

Definition at line 359 of file concretedpm.h.

References le.

◆ updateYourself()

void oofem::ConcreteDPMStatus::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 80 of file concretedpm.C.

References damage, epsloc, equivStrain, kappaD, kappaP, plasticStrain, state_flag, temp_state_flag, tempDamage, tempEpsloc, tempEquivStrain, tempKappaD, tempKappaP, tempPlasticStrain, tempVertexType, oofem::StructuralMaterialStatus::updateYourself(), and vertexType.

Member Data Documentation

◆ damage

double oofem::ConcreteDPMStatus::damage = 0.

protected

Definition at line 127 of file concretedpm.h.

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

◆ deltaEquivStrain

double oofem::ConcreteDPMStatus::deltaEquivStrain = 0.

protected

Definition at line 130 of file concretedpm.h.

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

◆ deltaLambda

double oofem::ConcreteDPMStatus::deltaLambda = 0.

protected

Definition at line 108 of file concretedpm.h.

Referenced by letDeltaLambdaBe().

◆ dFDKappa

double oofem::ConcreteDPMStatus::dFDKappa = 0.

protected

Definition at line 107 of file concretedpm.h.

Referenced by restoreContext(), and saveContext().

◆ epsloc

double oofem::ConcreteDPMStatus::epsloc = -1.

protected

Definition at line 146 of file concretedpm.h.

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

◆ equivStrain

double oofem::ConcreteDPMStatus::equivStrain = 0.

protected

Definition at line 121 of file concretedpm.h.

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

◆ kappaD

double oofem::ConcreteDPMStatus::kappaD = 0.

protected

Definition at line 124 of file concretedpm.h.

Referenced by giveKappaD(), initTempStatus(), letKappaDBe(), printOutputAt(), restoreContext(), saveContext(), setIPValue(), and updateYourself().

◆ kappaP

double oofem::ConcreteDPMStatus::kappaP = 0.

protected

Definition at line 113 of file concretedpm.h.

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

◆ le

double oofem::ConcreteDPMStatus::le = 0.

protected

Definition at line 117 of file concretedpm.h.

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

◆ plasticStrain

FloatArrayF< 6 > oofem::ConcreteDPMStatus::plasticStrain

protected

Definition at line 102 of file concretedpm.h.

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

◆ state_flag

int oofem::ConcreteDPMStatus::state_flag = ConcreteDPM_Elastic

protected

Definition at line 135 of file concretedpm.h.

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

◆ temp_state_flag

int oofem::ConcreteDPMStatus::temp_state_flag = ConcreteDPM_Elastic

protected

Definition at line 136 of file concretedpm.h.

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

◆ tempDamage

double oofem::ConcreteDPMStatus::tempDamage = 0.

protected

Definition at line 128 of file concretedpm.h.

Referenced by giveTempDamage(), initTempStatus(), letTempDamageBe(), and updateYourself().

◆ tempEpsloc

double oofem::ConcreteDPMStatus::tempEpsloc = -1.

protected

Definition at line 147 of file concretedpm.h.

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

◆ tempEquivStrain

double oofem::ConcreteDPMStatus::tempEquivStrain = 0.

protected

Definition at line 122 of file concretedpm.h.

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

◆ tempKappaD

double oofem::ConcreteDPMStatus::tempKappaD = 0.

protected

Definition at line 125 of file concretedpm.h.

Referenced by giveTempKappaD(), initTempStatus(), letTempKappaDBe(), and updateYourself().

◆ tempKappaP

double oofem::ConcreteDPMStatus::tempKappaP = 0.

protected

Definition at line 114 of file concretedpm.h.

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

◆ tempPlasticStrain

FloatArrayF< 6 > oofem::ConcreteDPMStatus::tempPlasticStrain

protected

Definition at line 103 of file concretedpm.h.

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

◆ tempVertexType

int oofem::ConcreteDPMStatus::tempVertexType = ConcreteDPMStatus::VT_Regular

protected

Definition at line 140 of file concretedpm.h.

Referenced by giveTempVertexType(), initTempStatus(), letTempVertexTypeBe(), and updateYourself().

◆ tempVolumetricPlasticStrain

double oofem::ConcreteDPMStatus::tempVolumetricPlasticStrain = 0.

protected

Definition at line 105 of file concretedpm.h.

Referenced by giveTempVolumetricPlasticStrain(), letTempVolumetricPlasticStrainBe(), restoreContext(), and saveContext().

◆ vertexType

int oofem::ConcreteDPMStatus::vertexType = ConcreteDPMStatus::VT_Regular

protected

Definition at line 139 of file concretedpm.h.

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

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

Public Types

Protected Attributes

History variable of the modified size-dependent adjustment

Additional Inherited Members

Detailed Description

Member Enumeration Documentation

◆ Concrete_VertexType

◆ state_flag_values

Constructor & Destructor Documentation

◆ ConcreteDPMStatus()

Member Function Documentation

◆ giveClassName()

◆ giveDamage()

◆ giveDeltaEquivStrain()

◆ giveDeviatoricPlasticStrainNorm()

◆ giveEpsLoc()

◆ giveEquivStrain()

◆ giveKappaD()

◆ giveKappaP()

◆ giveLe()

◆ givePlasticStrain()

◆ giveStateFlag()

◆ giveTempDamage()

◆ giveTempKappaD()

◆ giveTempKappaP()

◆ giveTempPlasticStrain()

◆ giveTempStateFlag()

◆ giveTempVertexType()

◆ giveTempVolumetricPlasticStrain()

◆ giveVolumetricPlasticStrain()

◆ initTempStatus()

◆ letDeltaEquivStrainBe()

◆ letDeltaLambdaBe()

◆ letEquivStrainBe()

◆ letKappaDBe()

◆ letPlasticStrainBe()

◆ letTempDamageBe()

◆ letTempEpslocBe()

◆ letTempEquivStrainBe()

◆ letTempKappaDBe()

◆ letTempKappaPBe()

◆ letTempPlasticStrainBe()

◆ letTempStateFlagBe()

◆ letTempVertexTypeBe()

◆ letTempVolumetricPlasticStrainBe()

◆ printOutputAt()

◆ restoreContext()

◆ saveContext()

◆ setIPValue()

◆ setLe()

◆ updateYourself()

Member Data Documentation

◆ damage

◆ deltaEquivStrain

◆ deltaLambda

◆ dFDKappa

◆ epsloc

◆ equivStrain

◆ kappaD

◆ kappaP

◆ le

◆ plasticStrain

◆ state_flag

◆ temp_state_flag

◆ tempDamage

◆ tempEpsloc

◆ tempEquivStrain

◆ tempKappaD

◆ tempKappaP

◆ tempPlasticStrain

◆ tempVertexType

◆ tempVolumetricPlasticStrain

◆ vertexType