#include <structuralinterfacematerial.h>

Inheritance diagram for oofem::StructuralInterfaceMaterial:

Collaboration diagram for oofem::StructuralInterfaceMaterial:

Public Member Functions
	StructuralInterfaceMaterial (int n, Domain *d)
virtual double	giveFirstPKTraction_1d (double jump, double reducedF, GaussPoint gp, TimeStep tStep) const
virtual FloatArrayF< 2 >	giveFirstPKTraction_2d (const FloatArrayF< 2 > &jump, const FloatMatrixF< 2, 2 > &reducedF, GaussPoint gp, TimeStep tStep) const
virtual FloatArrayF< 3 >	giveFirstPKTraction_3d (const FloatArrayF< 3 > &jump, const FloatMatrixF< 3, 3 > &F, GaussPoint gp, TimeStep tStep) const
virtual double	giveEngTraction_1d (double jump, GaussPoint gp, TimeStep tStep) const
virtual FloatArrayF< 2 >	giveEngTraction_2d (const FloatArrayF< 2 > &jump, GaussPoint gp, TimeStep tStep) const
virtual FloatArrayF< 3 >	giveEngTraction_3d (const FloatArrayF< 3 > &jump, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 1, 1 >	give1dStiffnessMatrix_dTdj (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 2, 2 >	give2dStiffnessMatrix_dTdj (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 3, 3 >	give3dStiffnessMatrix_dTdj (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 1, 1 >	give1dStiffnessMatrix_Eng (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 2, 2 >	give2dStiffnessMatrix_Eng (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 3, 3 >	give3dStiffnessMatrix_Eng (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const
FloatMatrixF< 1, 1 >	give1dStiffnessMatrix_dTdj_Num (GaussPoint gp, TimeStep tStep) const
FloatMatrixF< 2, 2 >	give2dStiffnessMatrix_dTdj_Num (GaussPoint gp, TimeStep tStep) const
FloatMatrixF< 3, 3 >	give3dStiffnessMatrix_dTdj_Num (GaussPoint gp, TimeStep tStep) const
FloatMatrixF< 1, 1 >	give1dStiffnessMatrix_Eng_Num (GaussPoint gp, TimeStep tStep) const
FloatMatrixF< 2, 2 >	give2dStiffnessMatrix_Eng_Num (GaussPoint gp, TimeStep tStep) const
FloatMatrixF< 3, 3 >	give3dStiffnessMatrix_Eng_Num (GaussPoint gp, TimeStep tStep) const
virtual bool	hasAnalyticalTangentStiffness () const =0
void	initializeFrom (InputRecord &ir) override
void	giveInputRecord (DynamicInputRecord &input) override
virtual FloatArray	giveInterfaceStrength ()
int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep) override
Public Member Functions inherited from oofem::Material
	Material (int n, Domain *d)
virtual	~Material ()=default
	Destructor.
virtual bool	isCharacteristicMtrxSymmetric (MatResponseMode rMode) const
virtual void	giveCharacteristicMatrix (FloatMatrix &answer, MatResponseMode type, GaussPoint gp, TimeStep tStep) const
	Returns characteristic matrix of the receiver.
virtual void	giveCharacteristicVector (FloatArray &answer, FloatArray &flux, MatResponseMode type, GaussPoint gp, TimeStep tStep) const
	Returns characteristic vector of the receiver.
virtual double	giveCharacteristicValue (MatResponseMode type, GaussPoint gp, TimeStep tStep) const
	Returns characteristic value of the receiver.
virtual double	give (int aProperty, GaussPoint *gp) const
virtual bool	hasProperty (int aProperty, GaussPoint *gp) const
virtual void	modifyProperty (int aProperty, double value, GaussPoint *gp)
double	giveCastingTime () const
virtual bool	isActivated (TimeStep *tStep) const
virtual bool	hasMaterialModeCapability (MaterialMode mode) const
virtual bool	hasCastingTimeSupport () const
virtual int	setIPValue (const FloatArray &value, GaussPoint *gp, InternalStateType type)
void	printYourself () override
	Prints receiver state on stdout. Useful for debugging.
virtual void	saveIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp)
virtual void	restoreIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp)
int	checkConsistency () override
virtual void	restoreConsistency (GaussPoint *gp)
virtual int	initMaterial (Element *element)
virtual MaterialStatus *	giveStatus (GaussPoint *gp) const
virtual int	packUnknowns (DataStream &buff, TimeStep tStep, GaussPoint ip)
virtual int	unpackAndUpdateUnknowns (DataStream &buff, TimeStep tStep, GaussPoint ip)
virtual int	estimatePackSize (DataStream &buff, GaussPoint *ip)
virtual double	predictRelativeComputationalCost (GaussPoint *gp)
virtual double	predictRelativeRedistributionCost (GaussPoint *gp)
virtual std::unique_ptr< MaterialStatus >	CreateStatus (GaussPoint *gp) const
virtual void	initTempStatus (GaussPoint *gp) const
void	saveContext (DataStream &stream, ContextMode mode) override
void	restoreContext (DataStream &stream, ContextMode mode) override
Public Member Functions inherited from oofem::FEMComponent
	FEMComponent (int n, Domain *d)
virtual	~FEMComponent ()=default
	Virtual destructor.
virtual const char *	giveClassName () const =0
virtual const char *	giveInputRecordName () const =0
Domain *	giveDomain () const
virtual void	setDomain (Domain *d)
int	giveNumber () const
void	setNumber (int num)
virtual void	updateLocalNumbering (EntityRenumberingFunctor &f)
virtual void	initializeFrom (InputRecord &ir, int priority)
virtual void	initializeFinish ()
virtual void	postInitialize ()
	Performs post initialization steps. Called after all components are created and initialized.
virtual void	printOutputAt (FILE file, TimeStep tStep)
virtual Interface *	giveInterface (InterfaceType t)
std::string	errorInfo (const char *func) const
	Returns string for prepending output (used by error reporting macros).

Public Attributes
bool	useNumericalTangent

Additional Inherited Members
Protected Attributes inherited from oofem::Material
Dictionary	propertyDictionary
double	castingTime
int	preCastingTimeMat
	Material existing before casting time - optional parameter, zero by default.
Protected Attributes inherited from oofem::FEMComponent
int	number
	Component number.
Domain *	domain
	Link to domain object, useful for communicating with other FEM components.

Detailed Description

Abstract base class for all "structural" interface models. It declares common services provided by all interface material models. The implementation of these services is partly left on derived classes, which will implement constitutive model dependent part.

Structural material introduces following basic stress/strain modes

3d state - all components of general stress/strain vector are generally nonzero. General 3d jump vector has following components {j_x, j_y, j_z}

Generally speaking, there are following major tasks, covered by declared services.

Computing engineering/first PK traction vector at integration point for given jump/discontinuity and updating its state (still temporary state, after overall equilibrium is reached).
Updating its state (final state), when equilibrium has been reached.
Storing/restoring its context to stream.
Returning its material properties.

Author: Jim Brouzoulis

Definition at line 74 of file structuralinterfacematerial.h.

Constructor & Destructor Documentation

◆ StructuralInterfaceMaterial()

oofem::StructuralInterfaceMaterial::StructuralInterfaceMaterial	(	int	n,
		Domain *	d )

Constructor. Creates material with given number, belonging to given domain.

Parameters

n	Material number.
d	Domain to which new material will belong.

Definition at line 41 of file structuralinterfacematerial.C.

References oofem::Material::Material(), and useNumericalTangent.

Referenced by oofem::BondCEBMaterial::BondCEBMaterial(), oofem::CebFipSlip90Material::CebFipSlip90Material(), oofem::CohesiveInterfaceMaterial::CohesiveInterfaceMaterial(), oofem::ExpCZMaterial::ExpCZMaterial(), oofem::IntMatBilinearCZ::IntMatBilinearCZ(), oofem::IntMatBilinearCZElastic::IntMatBilinearCZElastic(), oofem::IntMatBilinearCZFagerstrom::IntMatBilinearCZFagerstrom(), oofem::IntMatBilinearCZJansson::IntMatBilinearCZJansson(), oofem::IntMatCoulombContact::IntMatCoulombContact(), oofem::IntMatDummyCZ::IntMatDummyCZ(), oofem::IntMatElastic::IntMatElastic(), oofem::IntMatIsoDamage::IntMatIsoDamage(), oofem::IsoInterfaceDamageMaterial::IsoInterfaceDamageMaterial(), oofem::IsoInterfaceDamageMaterial_2::IsoInterfaceDamageMaterial_2(), oofem::LinkSlip::LinkSlip(), and oofem::SimpleInterfaceMaterial::SimpleInterfaceMaterial().

Member Function Documentation

◆ give1dStiffnessMatrix_dTdj()

FloatMatrixF< 1, 1 > oofem::StructuralInterfaceMaterial::give1dStiffnessMatrix_dTdj	(	MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Gives the tangent: \( \frac{\partial T}{\partial j} \). Where T is the first PK traction and j is the spatial jump between the two sides, x(+) - x(-)

Parameters

answer	The computed tangent from the last evaluated first-PK-stress.
rMode	Material mode.
gp	Gauss point.
tStep	Time step.

Definition at line 126 of file structuralinterfacematerial.C.

References give3dStiffnessMatrix_dTdj_Num().

Referenced by oofem::StructuralInterfaceCrossSection::give1dStiffnessMatrix_dTdj().

◆ give1dStiffnessMatrix_dTdj_Num()

FloatMatrixF< 1, 1 > oofem::StructuralInterfaceMaterial::give1dStiffnessMatrix_dTdj_Num	(	GaussPoint *	gp,
		TimeStep *	tStep ) const

Definition at line 192 of file structuralinterfacematerial.C.

References oofem::FloatArrayF< N >::at(), oofem::FloatMatrixF< N, M >::at(), giveFirstPKTraction_1d(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempF(), and oofem::StructuralInterfaceMaterialStatus::giveTempJump().

Referenced by oofem::StructuralInterfaceCrossSection::give1dStiffnessMatrix_dTdj().

◆ give1dStiffnessMatrix_Eng()

FloatMatrixF< 1, 1 > oofem::StructuralInterfaceMaterial::give1dStiffnessMatrix_Eng	(	MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Reimplemented in oofem::CebFipSlip90Material.

Definition at line 91 of file structuralinterfacematerial.C.

References give3dStiffnessMatrix_Eng().

Referenced by oofem::StructuralInterfaceCrossSection::give1dStiffnessMatrix_Eng().

◆ give1dStiffnessMatrix_Eng_Num()

FloatMatrixF< 1, 1 > oofem::StructuralInterfaceMaterial::give1dStiffnessMatrix_Eng_Num	(	GaussPoint *	gp,
		TimeStep *	tStep ) const

Definition at line 267 of file structuralinterfacematerial.C.

References oofem::FloatArrayF< N >::at(), giveEngTraction_1d(), oofem::Material::giveStatus(), and oofem::StructuralInterfaceMaterialStatus::giveTempJump().

Referenced by oofem::StructuralInterfaceCrossSection::give1dStiffnessMatrix_Eng().

◆ give2dStiffnessMatrix_dTdj()

FloatMatrixF< 2, 2 > oofem::StructuralInterfaceMaterial::give2dStiffnessMatrix_dTdj	(	MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Definition at line 134 of file structuralinterfacematerial.C.

References give3dStiffnessMatrix_dTdj_Num().

Referenced by oofem::StructuralInterfaceCrossSection::give2dStiffnessMatrix_dTdj().

◆ give2dStiffnessMatrix_dTdj_Num()

FloatMatrixF< 2, 2 > oofem::StructuralInterfaceMaterial::give2dStiffnessMatrix_dTdj_Num	(	GaussPoint *	gp,
		TimeStep *	tStep ) const

Definition at line 210 of file structuralinterfacematerial.C.

References oofem::FloatArrayF< N >::at(), giveFirstPKTraction_2d(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempF(), oofem::StructuralInterfaceMaterialStatus::giveTempJump(), and oofem::FloatMatrixF< N, M >::setColumn().

Referenced by oofem::StructuralInterfaceCrossSection::give2dStiffnessMatrix_dTdj().

◆ give2dStiffnessMatrix_Eng()

FloatMatrixF< 2, 2 > oofem::StructuralInterfaceMaterial::give2dStiffnessMatrix_Eng	(	MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Reimplemented in oofem::IntMatIsoDamage.

Definition at line 99 of file structuralinterfacematerial.C.

References give2dStiffnessMatrix_Eng_Num(), give3dStiffnessMatrix_Eng(), oofem::FloatMatrix::printYourself(), and oofem::FloatMatrix::subtract().

Referenced by oofem::StructuralInterfaceCrossSection::give2dStiffnessMatrix_Eng().

◆ give2dStiffnessMatrix_Eng_Num()

FloatMatrixF< 2, 2 > oofem::StructuralInterfaceMaterial::give2dStiffnessMatrix_Eng_Num	(	GaussPoint *	gp,
		TimeStep *	tStep ) const

Definition at line 283 of file structuralinterfacematerial.C.

References oofem::FloatArrayF< N >::at(), giveEngTraction_2d(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempJump(), and oofem::FloatMatrixF< N, M >::setColumn().

Referenced by oofem::StructuralInterfaceCrossSection::give2dStiffnessMatrix_Eng(), and give2dStiffnessMatrix_Eng().

◆ give3dStiffnessMatrix_dTdj()

FloatMatrixF< 3, 3 > oofem::StructuralInterfaceMaterial::give3dStiffnessMatrix_dTdj	(	MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Reimplemented in oofem::IntMatBilinearCZ, oofem::IntMatBilinearCZElastic, oofem::IntMatBilinearCZFagerstrom, oofem::IntMatBilinearCZJansson, oofem::IntMatDummyCZ, and oofem::IntMatElastic.

Definition at line 141 of file structuralinterfacematerial.C.

References give3dStiffnessMatrix_dTdj_Num(), and OOFEM_WARNING.

Referenced by oofem::XfemStructuralElementInterface::computeCohesiveTangent(), oofem::Shell7BaseXFEM::computeCohesiveTangentAt(), oofem::StructuralInterfaceCrossSection::give3dStiffnessMatrix_dTdj(), and give3dStiffnessMatrix_Eng().

◆ give3dStiffnessMatrix_dTdj_Num()

FloatMatrixF< 3, 3 > oofem::StructuralInterfaceMaterial::give3dStiffnessMatrix_dTdj_Num	(	GaussPoint *	gp,
		TimeStep *	tStep ) const

Definition at line 239 of file structuralinterfacematerial.C.

References giveFirstPKTraction_3d(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempF(), oofem::StructuralInterfaceMaterialStatus::giveTempJump(), and oofem::FloatMatrixF< N, M >::setColumn().

Referenced by give1dStiffnessMatrix_dTdj(), give2dStiffnessMatrix_dTdj(), oofem::IntMatBilinearCZ::give3dStiffnessMatrix_dTdj(), oofem::StructuralInterfaceCrossSection::give3dStiffnessMatrix_dTdj(), and give3dStiffnessMatrix_dTdj().

◆ give3dStiffnessMatrix_Eng()

FloatMatrixF< 3, 3 > oofem::StructuralInterfaceMaterial::give3dStiffnessMatrix_Eng	(	MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Reimplemented in oofem::BondCEBMaterial, oofem::CohesiveInterfaceMaterial, oofem::IntMatCoulombContact, oofem::IntMatIsoDamage, oofem::IntMatPhaseField, oofem::IsoInterfaceDamageMaterial, oofem::IsoInterfaceDamageMaterial_2, oofem::LinkSlip, and oofem::SimpleInterfaceMaterial.

Definition at line 118 of file structuralinterfacematerial.C.

References give3dStiffnessMatrix_dTdj().

Referenced by give1dStiffnessMatrix_Eng(), give2dStiffnessMatrix_Eng(), and oofem::StructuralInterfaceCrossSection::give3dStiffnessMatrix_Eng().

◆ give3dStiffnessMatrix_Eng_Num()

FloatMatrixF< 3, 3 > oofem::StructuralInterfaceMaterial::give3dStiffnessMatrix_Eng_Num	(	GaussPoint *	gp,
		TimeStep *	tStep ) const

Definition at line 310 of file structuralinterfacematerial.C.

References giveEngTraction_3d(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempJump(), and oofem::FloatMatrixF< N, M >::setColumn().

Referenced by oofem::StructuralInterfaceCrossSection::give3dStiffnessMatrix_Eng().

◆ giveEngTraction_1d()

double oofem::StructuralInterfaceMaterial::giveEngTraction_1d	(	double	jump,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Reimplemented in oofem::CebFipSlip90Material.

Definition at line 168 of file structuralinterfacematerial.C.

References giveEngTraction_3d().

Referenced by give1dStiffnessMatrix_Eng_Num(), and oofem::StructuralInterfaceCrossSection::giveEngTraction_1d().

◆ giveEngTraction_2d()

FloatArrayF< 2 > oofem::StructuralInterfaceMaterial::giveEngTraction_2d	(	const FloatArrayF< 2 > &	jump,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Definition at line 175 of file structuralinterfacematerial.C.

References oofem::FloatArrayF< N >::at(), and giveEngTraction_3d().

Referenced by give2dStiffnessMatrix_Eng_Num(), and oofem::StructuralInterfaceCrossSection::giveEngTraction_2d().

◆ giveEngTraction_3d()

FloatArrayF< 3 > oofem::StructuralInterfaceMaterial::giveEngTraction_3d	(	const FloatArrayF< 3 > &	jump,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Reimplemented in oofem::BondCEBMaterial, oofem::CohesiveInterfaceMaterial, oofem::IntMatCoulombContact, oofem::IntMatIsoDamage, oofem::IsoInterfaceDamageMaterial, oofem::IsoInterfaceDamageMaterial_2, oofem::LinkSlip, and oofem::SimpleInterfaceMaterial.

Definition at line 182 of file structuralinterfacematerial.C.

References oofem::eye(), and giveFirstPKTraction_3d().

Referenced by give3dStiffnessMatrix_Eng_Num(), giveEngTraction_1d(), giveEngTraction_2d(), and oofem::StructuralInterfaceCrossSection::giveEngTraction_3d().

◆ giveFirstPKTraction_1d()

double oofem::StructuralInterfaceMaterial::giveFirstPKTraction_1d	(	double	jump,
		double	reducedF,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Computes the first Piola-Kirchoff traction vector for given total jump/gap and integration point. The total gap is computed from the displacement field at the given time step. The service should use previously reached equilibrium history variables. Also it should update temporary history variables in status according to newly reached state. The temporary history variables are moved into equilibrium ones after global structure equilibrium has been reached by iteration process.

Parameters

answer	Contains result.
gp	Integration point.
reducedF	Deformation gradient in in reduced form.
tStep	Current time step (most models are able to respond only when tStep is current time step).

Definition at line 149 of file structuralinterfacematerial.C.

References oofem::diag(), and giveFirstPKTraction_3d().

Referenced by give1dStiffnessMatrix_dTdj_Num(), and oofem::StructuralInterfaceCrossSection::giveFirstPKTraction_1d().

◆ giveFirstPKTraction_2d()

FloatArrayF< 2 > oofem::StructuralInterfaceMaterial::giveFirstPKTraction_2d	(	const FloatArrayF< 2 > &	jump,
		const FloatMatrixF< 2, 2 > &	reducedF,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

virtual

Definition at line 155 of file structuralinterfacematerial.C.

References oofem::FloatArrayF< N >::at(), and giveFirstPKTraction_3d().

Referenced by give2dStiffnessMatrix_dTdj_Num(), and oofem::StructuralInterfaceCrossSection::giveFirstPKTraction_2d().

◆ giveFirstPKTraction_3d()

virtual FloatArrayF< 3 > oofem::StructuralInterfaceMaterial::giveFirstPKTraction_3d	(	const FloatArrayF< 3 > &	jump,
		const FloatMatrixF< 3, 3 > &	F,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

inlinevirtual

◆ giveInputRecord()

void oofem::StructuralInterfaceMaterial::giveInputRecord ( DynamicInputRecord & input )

overridevirtual

Setups the input record string of receiver.

Parameters

input Dynamic input record to be filled by receiver.

Reimplemented from oofem::Material.

Definition at line 84 of file structuralinterfacematerial.C.

Referenced by oofem::IntMatBilinearCZFagerstrom::giveInputRecord().

◆ giveInterfaceStrength()

virtual FloatArray oofem::StructuralInterfaceMaterial::giveInterfaceStrength ( )

inlinevirtual

Reimplemented in oofem::IntMatBilinearCZFagerstrom, and oofem::IntMatBilinearCZJansson.

Definition at line 139 of file structuralinterfacematerial.h.

References oofem::Vec1().

Referenced by oofem::Shell7BaseXFEM::giveFailedInterfaceNumber().

◆ giveIPValue()

int oofem::StructuralInterfaceMaterial::giveIPValue	(	FloatArray &	answer,
		GaussPoint *	gp,
		InternalStateType	type,
		TimeStep *	tStep )

overridevirtual

Returns the integration point corresponding value in Reduced form.

Parameters

answer	Contain corresponding ip value, zero sized if not available.
gp	Integration point to which the value refers.
type	Determines the type of internal variable.
tStep	Determines the time step.

Returns: Nonzero if the assignment can be done, zero if this type of variable is not supported.

Reimplemented from oofem::Material.

Definition at line 48 of file structuralinterfacematerial.C.

References oofem::FloatArray::at(), oofem::StructuralInterfaceMaterialStatus::giveDamage(), oofem::StructuralInterfaceMaterialStatus::giveF(), oofem::StructuralInterfaceMaterialStatus::giveFirstPKTraction(), oofem::StructuralInterfaceMaterialStatus::giveJump(), oofem::StructuralInterfaceMaterialStatus::giveNormal(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTraction(), oofem::FloatArray::resize(), and oofem::to_voigt_form_33().

Referenced by oofem::Shell7BaseXFEM::giveMaxCZDamages().

◆ hasAnalyticalTangentStiffness()

virtual bool oofem::StructuralInterfaceMaterial::hasAnalyticalTangentStiffness ( ) const

pure virtual

Tells if the model has implemented analytical tangent stiffness. If not, the tangent must be computed numerically.

Implemented in oofem::BondCEBMaterial, oofem::CebFipSlip90Material, oofem::CohesiveInterfaceMaterial, oofem::IntMatBilinearCZ, oofem::IntMatBilinearCZElastic, oofem::IntMatBilinearCZFagerstrom, oofem::IntMatBilinearCZFagerstromRate, oofem::IntMatBilinearCZJansson, oofem::IntMatCoulombContact, oofem::IntMatDummyCZ, oofem::IntMatElastic, oofem::IntMatIsoDamage, oofem::IntMatPhaseField, oofem::IsoInterfaceDamageMaterial, oofem::IsoInterfaceDamageMaterial_2, oofem::LinkSlip, and oofem::SimpleInterfaceMaterial.

Referenced by oofem::XfemStructuralElementInterface::computeCohesiveTangent(), oofem::StructuralInterfaceCrossSection::give1dStiffnessMatrix_dTdj(), oofem::StructuralInterfaceCrossSection::give1dStiffnessMatrix_Eng(), oofem::StructuralInterfaceCrossSection::give2dStiffnessMatrix_dTdj(), oofem::StructuralInterfaceCrossSection::give2dStiffnessMatrix_Eng(), oofem::StructuralInterfaceCrossSection::give3dStiffnessMatrix_dTdj(), and oofem::StructuralInterfaceCrossSection::give3dStiffnessMatrix_Eng().

◆ initializeFrom()

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

overridevirtual

Initializes receiver according to object description stored in input record. This function is called immediately after creating object using constructor. Input record can be imagined as data record in component database belonging to receiver. Receiver may use value-name extracting functions to extract particular field from record. Note that initializeFrom may be called mutiple times.

See also: IR_GIVE_FIELD; IR_GIVE_OPTIONAL_FIELD

Parameters

ir	Input record to initialize from.
priority	Priority of the input record. This is used to determine the order of initialization

Reimplemented from oofem::Material.

Definition at line 77 of file structuralinterfacematerial.C.

References _IFT_StructuralInterfaceMaterial_useNumericalTangent, IR_GIVE_OPTIONAL_FIELD, and useNumericalTangent.

Member Data Documentation

◆ useNumericalTangent

bool oofem::StructuralInterfaceMaterial::useNumericalTangent

Definition at line 144 of file structuralinterfacematerial.h.

Referenced by oofem::StructuralInterfaceCrossSection::give1dStiffnessMatrix_dTdj(), oofem::StructuralInterfaceCrossSection::give1dStiffnessMatrix_Eng(), oofem::StructuralInterfaceCrossSection::give2dStiffnessMatrix_dTdj(), oofem::StructuralInterfaceCrossSection::give2dStiffnessMatrix_Eng(), oofem::StructuralInterfaceCrossSection::give3dStiffnessMatrix_dTdj(), oofem::StructuralInterfaceCrossSection::give3dStiffnessMatrix_Eng(), initializeFrom(), and StructuralInterfaceMaterial().

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

Public Member Functions

Public Attributes

Additional Inherited Members

Detailed Description

Constructor & Destructor Documentation

◆ StructuralInterfaceMaterial()

Member Function Documentation

◆ give1dStiffnessMatrix_dTdj()

◆ give1dStiffnessMatrix_dTdj_Num()

◆ give1dStiffnessMatrix_Eng()

◆ give1dStiffnessMatrix_Eng_Num()

◆ give2dStiffnessMatrix_dTdj()

◆ give2dStiffnessMatrix_dTdj_Num()

◆ give2dStiffnessMatrix_Eng()

◆ give2dStiffnessMatrix_Eng_Num()

◆ give3dStiffnessMatrix_dTdj()

◆ give3dStiffnessMatrix_dTdj_Num()

◆ give3dStiffnessMatrix_Eng()

◆ give3dStiffnessMatrix_Eng_Num()

◆ giveEngTraction_1d()

◆ giveEngTraction_2d()

◆ giveEngTraction_3d()

◆ giveFirstPKTraction_1d()

◆ giveFirstPKTraction_2d()

◆ giveFirstPKTraction_3d()

◆ giveInputRecord()

◆ giveInterfaceStrength()

◆ giveIPValue()

◆ hasAnalyticalTangentStiffness()

◆ initializeFrom()

Member Data Documentation

◆ useNumericalTangent