#include <simplecrosssection.h>

Inheritance diagram for oofem::SimpleCrossSection:

Collaboration diagram for oofem::SimpleCrossSection:

Public Member Functions
	SimpleCrossSection (int n, Domain *d)
FloatArrayF< 6 >	giveRealStress_3d (const FloatArrayF< 6 > &reducedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 6 >	giveRealStress_3dDegeneratedShell (const FloatArrayF< 6 > &reducedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 4 >	giveRealStress_PlaneStrain (const FloatArrayF< 4 > &reducedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 3 >	giveRealStress_PlaneStress (const FloatArrayF< 3 > &reducedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 1 >	giveRealStress_1d (const FloatArrayF< 1 > &reducedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 2 >	giveRealStress_Warping (const FloatArrayF< 2 > &reducedStrain, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 6, 6 >	giveStiffnessMatrix_3d (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 3, 3 >	giveStiffnessMatrix_PlaneStress (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 4, 4 >	giveStiffnessMatrix_PlaneStrain (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 1, 1 >	giveStiffnessMatrix_1d (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 3 >	giveGeneralizedStress_Beam2d (const FloatArrayF< 3 > &generalizedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 6 >	giveGeneralizedStress_Beam3d (const FloatArrayF< 6 > &generalizedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 5 >	giveGeneralizedStress_Plate (const FloatArrayF< 5 > &generalizedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 8 >	giveGeneralizedStress_Shell (const FloatArrayF< 8 > &generalizedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 9 >	giveGeneralizedStress_ShellRot (const FloatArrayF< 9 > &generalizedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 4 >	giveGeneralizedStress_MembraneRot (const FloatArrayF< 4 > &generalizedStrain, GaussPoint gp, TimeStep tStep) const override
FloatArrayF< 3 >	giveGeneralizedStress_PlateSubSoil (const FloatArrayF< 3 > &generalizedStrain, GaussPoint gp, TimeStep tStep) const override
void	giveCharMaterialStiffnessMatrix (FloatMatrix &answer, MatResponseMode mode, GaussPoint gp, TimeStep tStep) override
bool	isCharacteristicMtrxSymmetric (MatResponseMode mode) const override
FloatMatrixF< 6, 6 >	give3dDegeneratedShellStiffMtrx (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 3, 3 >	give2dBeamStiffMtrx (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 6, 6 >	give3dBeamStiffMtrx (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 5, 5 >	give2dPlateStiffMtrx (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 8, 8 >	give3dShellStiffMtrx (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 9, 9 >	give3dShellRotStiffMtrx (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 4, 4 >	giveMembraneRotStiffMtrx (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 3, 3 >	give2dPlateSubSoilStiffMtrx (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
virtual FloatArrayF< 9 >	giveFirstPKStress_3d (const FloatArrayF< 9 > &reducedF, GaussPoint gp, TimeStep tStep) const override
virtual FloatArrayF< 5 >	giveFirstPKStress_PlaneStrain (const FloatArrayF< 5 > &reducedF, GaussPoint gp, TimeStep tStep) const override
virtual FloatArrayF< 4 >	giveFirstPKStress_PlaneStress (const FloatArrayF< 4 > &reducedF, GaussPoint gp, TimeStep tStep) const override
virtual FloatArrayF< 1 >	giveFirstPKStress_1d (const FloatArrayF< 1 > &reducedF, GaussPoint gp, TimeStep tStep) const override
void	giveCharMaterialStiffnessMatrix_dPdF (FloatMatrix &answer, MatResponseMode rMode, GaussPoint gp, TimeStep tStep) override
FloatMatrixF< 9, 9 >	giveStiffnessMatrix_dPdF_3d (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 5, 5 >	giveStiffnessMatrix_dPdF_PlaneStrain (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 4, 4 >	giveStiffnessMatrix_dPdF_PlaneStress (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const override
FloatMatrixF< 1, 1 >	giveStiffnessMatrix_dPdF_1d (MatResponseMode rMode, GaussPoint gp, TimeStep tStep) const override
void	initializeFrom (InputRecord &ir) override
void	giveInputRecord (DynamicInputRecord &input) override
void	createMaterialStatus (GaussPoint &iGP) override
const char *	giveClassName () const override
const char *	giveInputRecordName () const override
double	give (int aProperty, GaussPoint *gp) const override
double	give (CrossSectionProperty a, GaussPoint *gp) const override
double	give (CrossSectionProperty a, const FloatArray &coords, Element *elem, bool local) const override
int	giveIPValue (FloatArray &answer, GaussPoint ip, InternalStateType type, TimeStep tStep) override
Material *	giveMaterial (IntegrationPoint *ip) const override
	hidden by virtual oofem::Material* TransportCrossSection::giveMaterial() const
int	giveMaterialNumber () const
void	setMaterialNumber (int matNum)
int	checkConsistency () override
Interface *	giveMaterialInterface (InterfaceType t, IntegrationPoint *ip) override
void	giveCauchyStresses (FloatArray &answer, GaussPoint gp, const FloatArray &reducedFIncrement, TimeStep tStep) override
void	giveEshelbyStresses (FloatArray &answer, GaussPoint gp, const FloatArray &reducedvF, TimeStep tStep) override
void	giveStiffnessMatrix_dCde (FloatMatrix &answer, MatResponseMode mode, GaussPoint gp, TimeStep tStep) override
void	giveTemperatureVector (FloatArray &answer, GaussPoint gp, TimeStep tStep) const
int	packUnknowns (DataStream &buff, TimeStep tStep, GaussPoint gp) override
int	unpackAndUpdateUnknowns (DataStream &buff, TimeStep tStep, GaussPoint gp) override
int	estimatePackSize (DataStream &buff, GaussPoint *gp) override
void	saveContext (DataStream &stream, ContextMode mode) override
void	restoreContext (DataStream &stream, ContextMode mode) override
Public Member Functions inherited from oofem::StructuralCrossSection
	StructuralCrossSection (int n, Domain *d)
FloatArray	giveRealStresses (const FloatArray &reducedStrain, GaussPoint gp, TimeStep tStep) const
virtual FloatArrayF< 6 >	giveGeneralizedStress_3dBeamSubSoil (const FloatArrayF< 6 > &generalizedStrain, GaussPoint gp, TimeStep tStep) const
virtual FloatArray	giveFirstPKStresses (const FloatArray &reducedF, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 6, 6 >	give3dBeamSubSoilStiffMtrx (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const
virtual FloatArray *	imposeStressConstrainsOnGradient (GaussPoint gp, FloatArray gradientStressVector3d)
virtual FloatArray *	imposeStrainConstrainsOnGradient (GaussPoint gp, FloatArray gradientStressVector3d)
int	testCrossSectionExtension (CrossSectExtension ext) override
Material *	giveMaterial (IntegrationPoint *ip) const override
Public Member Functions inherited from oofem::CrossSection
	CrossSection (int n, Domain *d)
virtual	~CrossSection ()
	Destructor.
int	giveSetNumber () const
virtual bool	hasProperty (CrossSectionProperty a)
void	printYourself () override
	Prints receiver state on stdout. Useful for debugging.
virtual int	setupIntegrationPoints (IntegrationRule &irule, int npoints, Element *element)
virtual int	setupIntegrationPoints (IntegrationRule &irule, int npointsXY, int npointsZ, Element *element)
virtual double	predictRelativeComputationalCost (GaussPoint *ip)
virtual double	giveRelativeSelfComputationalCost ()
virtual double	predictRelativeRedistributionCost (GaussPoint *gp)
virtual void	saveIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp)
virtual void	restoreIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp)
Public Member Functions inherited from oofem::FEMComponent
	FEMComponent (int n, Domain *d)
virtual	~FEMComponent ()=default
	Virtual destructor.
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).

Protected Attributes
int	materialNumber = 0
	Material number.
int	czMaterialNumber = 0
	Cohesive zone material number.
Protected Attributes inherited from oofem::CrossSection
Dictionary	propertyDictionary
int	setNumber
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

Class implementing "simple" cross section model in finite element problem. A cross section is an attribute of a domain. It is usually also attribute of many elements.

The simple cross section implementation does not perform any integration over cross-section volume, it represents a cross section model, where the whole cross section model is represented by single integration point. and therefore all requests for characteristic contributions (stiffness) and for real stress computations are simply passed to parent StructuralCrossSection class, which invokes corresponding material mode services. Please note, that it is assumed that material model will support these material modes and provide corresponding services for characteristic components and stress evaluation. For description, how to incorporate more elaborate models of cross section, please read base CrossSection documentation.

The overloaded methods giveFullCharacteristicVector and giveFullCharacteristicVector add some additional support for integrated cross section models - _3dShell, _3dBeam, _2dPlate and _2dBeam.

This class also reads into its property dictionary necessary geometric cross section characteristics, which are requested by particular material models. These parameters can be requested using get service and include those defined by CrossSectionProperty.

Definition at line 86 of file simplecrosssection.h.

Constructor & Destructor Documentation

◆ SimpleCrossSection()

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

inline

Constructor.

Parameters

n	Cross section number.
d	Associated domain.

Definition at line 98 of file simplecrosssection.h.

References oofem::StructuralCrossSection::StructuralCrossSection().

Referenced by oofem::VariableCrossSection::VariableCrossSection(), and oofem::WarpingCrossSection::WarpingCrossSection().

Member Function Documentation

◆ checkConsistency()

int oofem::SimpleCrossSection::checkConsistency ( void )

overridevirtual

Allows programmer to test some internal data, before computation begins. For example, one may use this function, to ensure that element has material with required capabilities is assigned to element. This must be done after all mesh components are instanciated.

Returns: Nonzero if receiver is consistent.

Implements oofem::StructuralCrossSection.

Definition at line 701 of file simplecrosssection.C.

References oofem::FEMComponent::giveClassName(), oofem::FEMComponent::giveDomain(), oofem::Domain::giveMaterial(), materialNumber, and OOFEM_WARNING.

◆ createMaterialStatus()

void oofem::SimpleCrossSection::createMaterialStatus ( GaussPoint & iGP )

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 651 of file simplecrosssection.C.

References oofem::Material::CreateStatus(), oofem::FEMComponent::domain, materialNumber, and oofem::GaussPoint::setMaterialStatus().

◆ estimatePackSize()

int oofem::SimpleCrossSection::estimatePackSize	(	DataStream &	buff,
		GaussPoint *	ip )

overridevirtual

Estimates the necessary pack size to hold all packed data of receiver. The corresponding material model service is invoked. The nature of packed data is typically material model dependent.

Parameters

buff	Communication buffer.
ip	Integration point.

Returns: Estimate of pack size.

Implements oofem::CrossSection.

Definition at line 923 of file simplecrosssection.C.

References oofem::Material::estimatePackSize(), and giveMaterial().

◆ give() [1/3]

double oofem::SimpleCrossSection::give	(	CrossSectionProperty	a,
		const FloatArray &	coords,
		Element *	elem,
		bool	local ) const

inlineoverridevirtual

Returns the value of cross section property at given point (belonging to given element). the point coordinates can be specified using its local element coordinates or global coordinates (one of these two can be set to NULL) The default implementation assumes constant properties stored in propertyDictionary.

Parameters

a	Id of requested property.
coords	local or global coordinates (determined by local parameter) of point of interest
elem	reference to underlying element containing given point
gp	Integration point

Returns: Property value.

Reimplemented from oofem::CrossSection.

Reimplemented in oofem::VariableCrossSection.

Definition at line 170 of file simplecrosssection.h.

References oofem::CrossSection::give().

◆ give() [2/3]

double oofem::SimpleCrossSection::give	(	CrossSectionProperty	a,
		GaussPoint *	gp ) const

inlineoverridevirtual

Returns the value of cross section property at given point. The default implementation assumes constant properties stored in propertyDictionary.

Parameters

a	Id of requested property.
gp	Integration point

Returns: Property value.

Reimplemented from oofem::CrossSection.

Reimplemented in oofem::VariableCrossSection.

Definition at line 169 of file simplecrosssection.h.

References oofem::CrossSection::give().

◆ give() [3/3]

double oofem::SimpleCrossSection::give	(	int	aProperty,
		GaussPoint *	gp ) const

overridevirtual

Returns the value of cross section property.

Parameters

aProperty	Id of requested property.
gp	Integration point.

Returns: Property value.

Reimplemented from oofem::CrossSection.

Definition at line 681 of file simplecrosssection.C.

References oofem::Material::give(), and giveMaterial().

Referenced by oofem::Quasicontinuum::computeStiffnessTensorOf1Link(), oofem::Quasicontinuum::createGlobalStiffnesMatrix(), give2dBeamStiffMtrx(), give2dPlateStiffMtrx(), give3dBeamStiffMtrx(), give3dShellRotStiffMtrx(), give3dShellStiffMtrx(), giveGeneralizedStress_Beam2d(), giveGeneralizedStress_Beam3d(), giveGeneralizedStress_Plate(), giveGeneralizedStress_Shell(), giveGeneralizedStress_ShellRot(), and giveMembraneRotStiffMtrx().

◆ give2dBeamStiffMtrx()

FloatMatrixF< 3, 3 > oofem::SimpleCrossSection::give2dBeamStiffMtrx	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Computes the stiffness matrix for 2d beams.

Parameters

answer	The requested matrix.
mode	Material response mode.
gp	Integration point.
tStep	Time step.

Implements oofem::StructuralCrossSection.

Definition at line 355 of file simplecrosssection.C.

References oofem::FloatMatrixF< N, M >::at(), oofem::CS_Area, oofem::CS_InertiaMomentY, oofem::CS_ShearAreaZ, give(), oofem::StructuralMaterial::give1dStressStiffMtrx(), and giveMaterial().

Referenced by giveCharMaterialStiffnessMatrix(), and giveGeneralizedStress_Beam2d().

◆ give2dPlateStiffMtrx()

FloatMatrixF< 5, 5 > oofem::SimpleCrossSection::give2dPlateStiffMtrx	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Method for computing 2d plate stiffness matrix.

Parameters

answer	Stiffness matrix.
mode	Material response mode.
gp	Integration point, which load history is used.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 405 of file simplecrosssection.C.

References oofem::FloatMatrixF< N, M >::at(), oofem::CS_Thickness, give(), giveMaterial(), and oofem::StructuralMaterial::givePlaneStressStiffMtrx().

Referenced by giveCharMaterialStiffnessMatrix(), and giveGeneralizedStress_Plate().

◆ give2dPlateSubSoilStiffMtrx()

FloatMatrixF< 3, 3 > oofem::SimpleCrossSection::give2dPlateSubSoilStiffMtrx	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Method for computing subsoil stiffness matrix for plates.

Parameters

answer	Stiffness matrix.
mode	Material response mode.
gp	Integration point, which load history is used.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 499 of file simplecrosssection.C.

References oofem::StructuralMaterial::give2dPlateSubSoilStiffMtrx(), and giveMaterial().

◆ give3dBeamStiffMtrx()

FloatMatrixF< 6, 6 > oofem::SimpleCrossSection::give3dBeamStiffMtrx	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Computes the stiffness matrix for 2d beams.

Parameters

answer	The requested matrix.
mode	Material response mode.
gp	Integration point.
tStep	Time step.

Todo: Do this by using the general 3d tangent matrix instead somehow!!!

Implements oofem::StructuralCrossSection.

Definition at line 373 of file simplecrosssection.C.

References oofem::FloatMatrixF< N, M >::at(), oofem::CS_Area, oofem::CS_InertiaMomentY, oofem::CS_InertiaMomentZ, oofem::CS_ShearAreaY, oofem::CS_ShearAreaZ, oofem::CS_TorsionConstantX, E, give(), oofem::StructuralMaterial::give1dStressStiffMtrx(), and giveMaterial().

Referenced by giveCharMaterialStiffnessMatrix(), and giveGeneralizedStress_Beam3d().

◆ give3dDegeneratedShellStiffMtrx()

FloatMatrixF< 6, 6 > oofem::SimpleCrossSection::give3dDegeneratedShellStiffMtrx	(	MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Method for computing 3d shell stiffness matrix on degenerated shell elements.

Parameters

answer	Stiffness matrix.
mode	Material response mode.
gp	Integration point, which load history is used.
tStep	Time step (most models are able to respond only when tStep is current time step).

Reimplemented from oofem::StructuralCrossSection.

Definition at line 470 of file simplecrosssection.C.

References oofem::FloatMatrixF< N, M >::at(), oofem::StructuralMaterial::give3dMaterialStiffnessMatrix(), and giveMaterial().

Referenced by giveCharMaterialStiffnessMatrix().

◆ give3dShellRotStiffMtrx()

FloatMatrixF< 9, 9 > oofem::SimpleCrossSection::give3dShellRotStiffMtrx	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Method for computing 3d shell (with normal rotation) stiffness matrix.

Parameters

answer	Stiffness matrix.
mode	Material response mode.
gp	Integration point, which load history is used.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 457 of file simplecrosssection.C.

References oofem::FloatMatrix::assemble(), oofem::FloatMatrix::at(), oofem::CS_DrillingStiffness, give(), give3dShellStiffMtrx(), oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

◆ give3dShellStiffMtrx()

FloatMatrixF< 8, 8 > oofem::SimpleCrossSection::give3dShellStiffMtrx	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Method for computing 3d shell stiffness matrix.

Parameters

answer	Stiffness matrix.
mode	Material response mode.
gp	Integration point, which load history is used.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 429 of file simplecrosssection.C.

References oofem::FloatMatrixF< N, M >::at(), oofem::CS_Thickness, give(), and giveMaterial().

Referenced by give3dShellRotStiffMtrx(), giveCharMaterialStiffnessMatrix(), and giveGeneralizedStress_Shell().

◆ giveCauchyStresses()

void oofem::SimpleCrossSection::giveCauchyStresses	(	FloatArray &	answer,
		GaussPoint *	gp,
		const FloatArray &	reducedFIncrement,
		TimeStep *	tStep )

overridevirtual

Computes the Cauchy stress vector for a given increment of deformation gradient and given integration point. 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. Elements should always pass their requests to their cross section model, which performs necessary integration over its volume and invokes necessary material services for corresponding material model defined for given integration point.

Parameters

answer	Contains the Cauchy stress.
gp	Integration point.
reducedFIncrement	Increment of the deformation gradient vector in reduced form.

Todo: should this then be in a multiplicative way? /JB

Parameters

tStep Current time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 730 of file simplecrosssection.C.

References oofem::StructuralMaterial::giveCauchyStressVector_1d(), oofem::StructuralMaterial::giveCauchyStressVector_3d(), oofem::StructuralMaterial::giveCauchyStressVector_PlaneStrain(), oofem::StructuralMaterial::giveCauchyStressVector_PlaneStress(), giveMaterial(), and oofem::GaussPoint::giveMaterialMode().

◆ giveCharMaterialStiffnessMatrix()

void oofem::SimpleCrossSection::giveCharMaterialStiffnessMatrix	(	FloatMatrix &	answer,
		MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep )

overridevirtual

Computes the stiffness matrix of receiver in given integration point, respecting its history. The algorithm should use temporary or equilibrium history variables stored in integration point status to compute and return required result. Elements should always pass their requests to their cross section model, which performs necessary integration over its volume and invokes necessary material services for corresponding material model defined for given integration point.

Parameters

answer	Contains result.
mode	Material response mode.
gp	Integration point.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 323 of file simplecrosssection.C.

References give2dBeamStiffMtrx(), give2dPlateStiffMtrx(), give3dBeamStiffMtrx(), give3dDegeneratedShellStiffMtrx(), give3dShellStiffMtrx(), giveMaterial(), and oofem::GaussPoint::giveMaterialMode().

◆ giveCharMaterialStiffnessMatrix_dPdF()

void oofem::SimpleCrossSection::giveCharMaterialStiffnessMatrix_dPdF	(	FloatMatrix &	answer,
		MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep )

overridevirtual

Computes the large strain stiffness matrix of receiver in given integration point, respecting its history. The algorithm should use temporary or equilibrium history variables stored in integration point status to compute and return required result. Elements should always pass their requests to their cross section model, which performs necessary integration over its volume and invokes necessary material services for corresponding material model defined for given integration point.

Parameters

answer	Contains result.
mode	Material response mode.
gp	Integration point.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 804 of file simplecrosssection.C.

References giveMaterial(), oofem::GaussPoint::giveMaterialMode(), and OOFEM_ERROR.

◆ giveClassName()

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

inlineoverridevirtual

Returns: Class name of the receiver.

Implements oofem::FEMComponent.

Reimplemented in oofem::VariableCrossSection, and oofem::WarpingCrossSection.

Definition at line 165 of file simplecrosssection.h.

◆ giveEshelbyStresses()

void oofem::SimpleCrossSection::giveEshelbyStresses	(	FloatArray &	answer,
		GaussPoint *	gp,
		const FloatArray &	reducedvF,
		TimeStep *	tStep )

overridevirtual

Computes the Eshelby stress vector. Does not update history variables, this is a postprocesing computation.

Parameters

answer	Contains the Eshelby stress.
gp	Integration point.
tStep	Current time step (most models are able to respond only when tStep is current time step).

Reimplemented from oofem::StructuralCrossSection.

Definition at line 751 of file simplecrosssection.C.

References oofem::StructuralMaterial::giveEshelbyStressVector_PlaneStrain(), giveMaterial(), and oofem::GaussPoint::giveMaterialMode().

◆ giveFirstPKStress_1d()

FloatArrayF< 1 > oofem::SimpleCrossSection::giveFirstPKStress_1d	(	const FloatArrayF< 1 > &	reducedF,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 795 of file simplecrosssection.C.

References oofem::StructuralMaterial::giveFirstPKStressVector_1d(), and giveMaterial().

◆ giveFirstPKStress_3d()

FloatArrayF< 9 > oofem::SimpleCrossSection::giveFirstPKStress_3d	(	const FloatArrayF< 9 > &	reducedF,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 771 of file simplecrosssection.C.

References oofem::StructuralMaterial::giveFirstPKStressVector_3d(), and giveMaterial().

◆ giveFirstPKStress_PlaneStrain()

FloatArrayF< 5 > oofem::SimpleCrossSection::giveFirstPKStress_PlaneStrain	(	const FloatArrayF< 5 > &	reducedF,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 779 of file simplecrosssection.C.

References oofem::StructuralMaterial::giveFirstPKStressVector_PlaneStrain(), and giveMaterial().

◆ giveFirstPKStress_PlaneStress()

FloatArrayF< 4 > oofem::SimpleCrossSection::giveFirstPKStress_PlaneStress	(	const FloatArrayF< 4 > &	reducedF,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 787 of file simplecrosssection.C.

References oofem::StructuralMaterial::giveFirstPKStressVector_PlaneStress(), and giveMaterial().

◆ giveGeneralizedStress_Beam2d()

FloatArrayF< 3 > oofem::SimpleCrossSection::giveGeneralizedStress_Beam2d	(	const FloatArrayF< 3 > &	generalizedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Computes the generalized stress vector for given strain and integration point.

Parameters

answer	Contains result.
gp	Integration point.
generalizedStrain	Strain vector in reduced generalized form.
tStep	Current time step (most models are able to respond only when tStep is current time step).

Note: (by bp): This assumes that the behaviour is elastic there exist a nuumber of nonlinear integral material models for beams defined directly in terms of integral forces and moments and corresponding deformations and curvatures. This would require to implement support at material model level. Mikael: That would not be a continuum material model, but it would highly depend on the cross-section shape, thus, it should be a special cross-section model instead. This cross-section assumes you can split the response into inertia moments and pure material response. This is only possible for a constant, elastic response (i.e. elastic). Therefore, this cross-section may only be allowed to give the elastic response.

Implements oofem::StructuralCrossSection.

Definition at line 136 of file simplecrosssection.C.

References oofem::FloatArray::at(), oofem::CS_Thickness, oofem::dot(), give(), give2dBeamStiffMtrx(), giveMaterial(), oofem::FloatArray::giveSize(), giveTemperatureVector(), and oofem::StructuralMaterialStatus::letTempStrainVectorBe().

◆ giveGeneralizedStress_Beam3d()

FloatArrayF< 6 > oofem::SimpleCrossSection::giveGeneralizedStress_Beam3d	(	const FloatArrayF< 6 > &	generalizedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Note: (by bp): This assumes that the behaviour is elastic there exist a number of nonlinear integral material models for beams defined directly in terms of integral forces and moments and corresponding deformations and curvatures. This would require to implement support at material model level. Mikael: See earlier response to comment

Implements oofem::StructuralCrossSection.

Definition at line 169 of file simplecrosssection.C.

References oofem::FloatArray::at(), oofem::CS_Thickness, oofem::CS_Width, oofem::dot(), give(), give3dBeamStiffMtrx(), giveMaterial(), oofem::FloatArray::giveSize(), giveTemperatureVector(), and oofem::StructuralMaterialStatus::letTempStrainVectorBe().

◆ giveGeneralizedStress_MembraneRot()

FloatArrayF< 4 > oofem::SimpleCrossSection::giveGeneralizedStress_MembraneRot	(	const FloatArrayF< 4 > &	generalizedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Todo: We should support nonlinear behavior for the membrane part. In fact, should be even bundle the rotation part with the membrane? We gain nothing from this design anyway as the rotation field is always separate. Separate manual integration by the element would be an option.

Implements oofem::StructuralCrossSection.

Definition at line 300 of file simplecrosssection.C.

References oofem::dot(), giveMaterial(), giveMembraneRotStiffMtrx(), oofem::Material::giveStatus(), and oofem::StructuralMaterialStatus::letTempStrainVectorBe().

◆ giveGeneralizedStress_Plate()

FloatArrayF< 5 > oofem::SimpleCrossSection::giveGeneralizedStress_Plate	(	const FloatArrayF< 5 > &	generalizedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Note: (by bp): This assumes that the behaviour is elastic there exist a number of nonlinear integral material models for beams/plates/shells defined directly in terms of integral forces and moments and corresponding deformations and curvatures. This would require to implement support at material model level. Mikael: See earlier response to comment

Implements oofem::StructuralCrossSection.

Definition at line 204 of file simplecrosssection.C.

References oofem::FloatArray::at(), oofem::CS_Thickness, oofem::dot(), give(), give2dPlateStiffMtrx(), giveMaterial(), oofem::FloatArray::giveSize(), giveTemperatureVector(), and oofem::StructuralMaterialStatus::letTempStrainVectorBe().

◆ giveGeneralizedStress_PlateSubSoil()

FloatArrayF< 3 > oofem::SimpleCrossSection::giveGeneralizedStress_PlateSubSoil	(	const FloatArrayF< 3 > &	generalizedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 315 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::giveRealStressVector_2dPlateSubSoil().

◆ giveGeneralizedStress_Shell()

FloatArrayF< 8 > oofem::SimpleCrossSection::giveGeneralizedStress_Shell	(	const FloatArrayF< 8 > &	generalizedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Note: (by bp): This assumes that the behaviour is elastic there exist a nuumber of nonlinear integral material models for beams/plates/shells defined directly in terms of integral forces and moments and corresponding deformations and curvatures. This would require to implement support at material model level. Mikael: See earlier response to comment

Implements oofem::StructuralCrossSection.

Definition at line 236 of file simplecrosssection.C.

References oofem::FloatArray::at(), oofem::CS_Thickness, oofem::dot(), give(), give3dShellStiffMtrx(), giveMaterial(), oofem::FloatArray::giveSize(), giveTemperatureVector(), and oofem::StructuralMaterialStatus::letTempStrainVectorBe().

Referenced by giveGeneralizedStress_ShellRot().

◆ giveGeneralizedStress_ShellRot()

FloatArrayF< 9 > oofem::SimpleCrossSection::giveGeneralizedStress_ShellRot	(	const FloatArrayF< 9 > &	generalizedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Note: (by bp): This assumes that the behaviour is elastic there exist a nuumber of nonlinear integral material models for beams/plates/shells defined directly in terms of integral forces and moments and corresponding deformations and curvatures. This would require to implement support at material model level. Mikael: See earlier response to comment

Implements oofem::StructuralCrossSection.

Definition at line 270 of file simplecrosssection.C.

References oofem::FloatArray::at(), oofem::FloatArrayF< N >::at(), oofem::CS_DrillingStiffness, give(), giveGeneralizedStress_Shell(), giveMaterial(), and oofem::StructuralMaterialStatus::letTempStrainVectorBe().

◆ giveInputRecord()

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

overridevirtual

Setups the input record string of receiver.

Parameters

input Dynamic input record to be filled by receiver.

Reimplemented from oofem::CrossSection.

Reimplemented in oofem::VariableCrossSection.

Definition at line 595 of file simplecrosssection.C.

◆ giveInputRecordName()

const char * oofem::SimpleCrossSection::giveInputRecordName ( ) const

inlineoverridevirtual

Returns: Input record name of the receiver.

Implements oofem::FEMComponent.

Reimplemented in oofem::VariableCrossSection, and oofem::WarpingCrossSection.

Definition at line 166 of file simplecrosssection.h.

References _IFT_SimpleCrossSection_Name.

◆ giveIPValue()

int oofem::SimpleCrossSection::giveIPValue	(	FloatArray &	answer,
		GaussPoint *	ip,
		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
ip	Integration point.
type	Determines the type of internal variable.
tStep	Time step.

Returns: Nonzero if o.k, zero otherwise.

Reimplemented from oofem::CrossSection.

Definition at line 688 of file simplecrosssection.C.

References oofem::FloatArray::at(), oofem::Material::giveIPValue(), giveMaterial(), oofem::FEMComponent::giveNumber(), and oofem::FloatArray::resize().

◆ giveMaterial()

Material * oofem::SimpleCrossSection::giveMaterial ( IntegrationPoint * ip ) const

overridevirtual

hidden by virtual oofem::Material* TransportCrossSection::giveMaterial() const

Returns the material associated with the GP. Default implementation uses gp->giveMaterial() for backwards compatibility, but it should be overloaded in each specialized cross-section.

Implements oofem::CrossSection.

Definition at line 670 of file simplecrosssection.C.

References oofem::FEMComponent::giveDomain(), oofem::GaussPoint::giveElement(), oofem::Domain::giveMaterial(), oofem::Element::giveMaterial(), and giveMaterialNumber().

◆ giveMaterialInterface()

Interface * oofem::SimpleCrossSection::giveMaterialInterface	(	InterfaceType	t,
		IntegrationPoint *	ip )

overridevirtual

Reimplemented from oofem::StructuralCrossSection.

Definition at line 720 of file simplecrosssection.C.

References oofem::FEMComponent::giveInterface(), and giveMaterial().

◆ giveMaterialNumber()

int oofem::SimpleCrossSection::giveMaterialNumber ( ) const

inline

Definition at line 174 of file simplecrosssection.h.

Referenced by giveMaterial(), and isCharacteristicMtrxSymmetric().

◆ giveMembraneRotStiffMtrx()

FloatMatrixF< 4, 4 > oofem::SimpleCrossSection::giveMembraneRotStiffMtrx	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Method for computing membrane stiffness matrix with added drilling stiffness.

Parameters

answer	Stiffness matrix.
mode	Material response mode.
gp	Integration point, which load history is used.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 489 of file simplecrosssection.C.

References oofem::assemble(), oofem::FloatMatrixF< N, M >::at(), oofem::CS_DrillingStiffness, give(), giveMaterial(), and oofem::StructuralMaterial::givePlaneStressStiffMtrx().

Referenced by giveGeneralizedStress_MembraneRot().

◆ giveRealStress_1d()

FloatArrayF< 1 > oofem::SimpleCrossSection::giveRealStress_1d	(	const FloatArrayF< 1 > &	reducedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 88 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::giveRealStressVector_1d().

◆ giveRealStress_3d()

FloatArrayF< 6 > oofem::SimpleCrossSection::giveRealStress_3d	(	const FloatArrayF< 6 > &	reducedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 54 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::giveRealStressVector_3d().

◆ giveRealStress_3dDegeneratedShell()

FloatArrayF< 6 > oofem::SimpleCrossSection::giveRealStress_3dDegeneratedShell	(	const FloatArrayF< 6 > &	reducedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Reimplemented from oofem::StructuralCrossSection.

Definition at line 61 of file simplecrosssection.C.

References giveMaterial().

◆ giveRealStress_PlaneStrain()

FloatArrayF< 4 > oofem::SimpleCrossSection::giveRealStress_PlaneStrain	(	const FloatArrayF< 4 > &	reducedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 72 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::giveRealStressVector_PlaneStrain().

◆ giveRealStress_PlaneStress()

FloatArrayF< 3 > oofem::SimpleCrossSection::giveRealStress_PlaneStress	(	const FloatArrayF< 3 > &	reducedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 80 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::giveRealStressVector_PlaneStress().

◆ giveRealStress_Warping()

FloatArrayF< 2 > oofem::SimpleCrossSection::giveRealStress_Warping	(	const FloatArrayF< 2 > &	reducedStrain,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 96 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::giveRealStressVector_Warping().

◆ giveStiffnessMatrix_1d()

FloatMatrixF< 1, 1 > oofem::SimpleCrossSection::giveStiffnessMatrix_1d	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 128 of file simplecrosssection.C.

References oofem::StructuralMaterial::give1dStressStiffMtrx(), and giveMaterial().

◆ giveStiffnessMatrix_3d()

FloatMatrixF< 6, 6 > oofem::SimpleCrossSection::giveStiffnessMatrix_3d	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Method for computing the stiffness matrix.

Parameters

answer	Stiffness matrix.
mode	Material response mode.
gp	Integration point, which load history is used.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 104 of file simplecrosssection.C.

References oofem::StructuralMaterial::give3dMaterialStiffnessMatrix(), and giveMaterial().

◆ giveStiffnessMatrix_dCde()

void oofem::SimpleCrossSection::giveStiffnessMatrix_dCde	(	FloatMatrix &	answer,
		MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep )

overridevirtual

Computes the material stiffness matrix dCde of receiver in a given integration point, respecting its history. The algorithm should use temporary or equilibrium history variables stored in integration point status to compute and return required result. Elements should always pass their requests to their cross section model, which performs necessary integration over its volume and invokes necessary material services for corresponding material model defined for given integration point.

Parameters

answer	Contains result.
mode	Material response mode.
gp	Integration point.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 858 of file simplecrosssection.C.

References oofem::StructuralMaterial::give1dStressStiffMtrx_dCde(), oofem::StructuralMaterial::give3dMaterialStiffnessMatrix_dCde(), giveMaterial(), oofem::GaussPoint::giveMaterialMode(), oofem::StructuralMaterial::givePlaneStrainStiffMtrx_dCde(), oofem::StructuralMaterial::givePlaneStressStiffMtrx_dCde(), and OOFEM_ERROR.

◆ giveStiffnessMatrix_dPdF_1d()

FloatMatrixF< 1, 1 > oofem::SimpleCrossSection::giveStiffnessMatrix_dPdF_1d	(	MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 848 of file simplecrosssection.C.

References oofem::StructuralMaterial::give1dStressStiffnessMatrix_dPdF(), and giveMaterial().

◆ giveStiffnessMatrix_dPdF_3d()

FloatMatrixF< 9, 9 > oofem::SimpleCrossSection::giveStiffnessMatrix_dPdF_3d	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Computes the material stiffness matrix dPdF of receiver in a given integration point, respecting its history. The algorithm should use temporary or equilibrium history variables stored in integration point status to compute and return required result. Elements should always pass their requests to their cross section model, which performs necessary integration over its volume and invokes necessary material services for corresponding material model defined for given integration point.

Parameters

answer	Contains result.
mode	Material response mode.
gp	Integration point.
tStep	Time step (most models are able to respond only when tStep is current time step).

Implements oofem::StructuralCrossSection.

Definition at line 823 of file simplecrosssection.C.

References oofem::StructuralMaterial::give3dMaterialStiffnessMatrix_dPdF(), and giveMaterial().

◆ giveStiffnessMatrix_dPdF_PlaneStrain()

FloatMatrixF< 5, 5 > oofem::SimpleCrossSection::giveStiffnessMatrix_dPdF_PlaneStrain	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 831 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::givePlaneStrainStiffnessMatrix_dPdF().

◆ giveStiffnessMatrix_dPdF_PlaneStress()

FloatMatrixF< 4, 4 > oofem::SimpleCrossSection::giveStiffnessMatrix_dPdF_PlaneStress	(	MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 840 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::givePlaneStressStiffnessMatrix_dPdF().

◆ giveStiffnessMatrix_PlaneStrain()

FloatMatrixF< 4, 4 > oofem::SimpleCrossSection::giveStiffnessMatrix_PlaneStrain	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 120 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::givePlaneStrainStiffMtrx().

◆ giveStiffnessMatrix_PlaneStress()

FloatMatrixF< 3, 3 > oofem::SimpleCrossSection::giveStiffnessMatrix_PlaneStress	(	MatResponseMode	mode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Implements oofem::StructuralCrossSection.

Definition at line 112 of file simplecrosssection.C.

References giveMaterial(), and oofem::StructuralMaterial::givePlaneStressStiffMtrx().

◆ giveTemperatureVector()

void oofem::SimpleCrossSection::giveTemperatureVector	(	FloatArray &	answer,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

Definition at line 880 of file simplecrosssection.C.

References oofem::FloatArray::at(), oofem::FloatArray::clear(), oofem::Element::computeGlobalCoordinates(), oofem::StructuralElement::computeResultingIPTemperatureAt(), oofem::FEMComponent::domain, oofem::GaussPoint::giveElement(), oofem::FieldManager::giveField(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::FEMComponent::giveNumber(), oofem::FloatArray::isEmpty(), oofem::FloatArray::isNotEmpty(), and OOFEM_ERROR.

Referenced by giveGeneralizedStress_Beam2d(), giveGeneralizedStress_Beam3d(), giveGeneralizedStress_Plate(), and giveGeneralizedStress_Shell().

◆ initializeFrom()

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

overridevirtual

Initializes receiver acording to object description stored in input record. Calls CrossSection initializeFrom service and reads the values of

'thick' thickness
'width' width
'area' area
'iy' Moment of inertia around y
'iz' Moment of inertia around z
'ik' Torsion moment around x
'beamshearcoeff' Beam shear coefficient
Parameters

ir Record to read off.

Reimplemented from oofem::CrossSection.

Reimplemented in oofem::VariableCrossSection, and oofem::WarpingCrossSection.

Definition at line 507 of file simplecrosssection.C.

◆ isCharacteristicMtrxSymmetric()

bool oofem::SimpleCrossSection::isCharacteristicMtrxSymmetric ( MatResponseMode rMode ) const

overridevirtual

Check for symmetry of stiffness matrix. Default implementation returns true. It can be moved to base Cross section class in the future.

Parameters

rMode Response mode of material.

Returns: True if stiffness matrix of receiver is symmetric.

Implements oofem::StructuralCrossSection.

Definition at line 659 of file simplecrosssection.C.

References oofem::FEMComponent::domain, and giveMaterialNumber().

◆ packUnknowns()

int oofem::SimpleCrossSection::packUnknowns	(	DataStream &	buff,
		TimeStep *	tStep,
		GaussPoint *	ip )

overridevirtual

Pack all necessary data of integration point (according to element parallel_mode) into given communication buffer. The corresponding material model service for particular integration point is invoked. The nature of packed data is material model dependent. Typically, for material of "local" response (response depends only on integration point local state) no data are exchanged. For "nonlocal" constitutive models the send/receive of local values which undergo averaging is performed between local and corresponding remote elements.

Parameters

buff	Communication buffer.
tStep	Solution step.
ip	Integration point.

Returns: Nonzero if successful.

Implements oofem::CrossSection.

Definition at line 911 of file simplecrosssection.C.

References giveMaterial(), and oofem::Material::packUnknowns().

◆ restoreContext()

void oofem::SimpleCrossSection::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::CrossSection.

Definition at line 944 of file simplecrosssection.C.

References oofem::CIO_IOERR, CM_Definition, czMaterialNumber, materialNumber, oofem::DataStream::read(), oofem::CrossSection::restoreContext(), and THROW_CIOERR.

◆ saveContext()

void oofem::SimpleCrossSection::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::CrossSection.

Definition at line 929 of file simplecrosssection.C.

References oofem::CIO_IOERR, CM_Definition, czMaterialNumber, materialNumber, oofem::CrossSection::saveContext(), THROW_CIOERR, and oofem::DataStream::write().

◆ setMaterialNumber()

void oofem::SimpleCrossSection::setMaterialNumber ( int matNum )

inline

Definition at line 175 of file simplecrosssection.h.

◆ unpackAndUpdateUnknowns()

int oofem::SimpleCrossSection::unpackAndUpdateUnknowns	(	DataStream &	buff,
		TimeStep *	tStep,
		GaussPoint *	ip )

overridevirtual

Unpack and updates all necessary data of given integration point (according to element parallel_mode) into given communication buffer.

See also: packUnknowns service.

Parameters

buff	Communication buffer.
tStep	Solution step.
ip	Integration point.

Returns: Nonzero if successful.

Implements oofem::CrossSection.

Definition at line 917 of file simplecrosssection.C.

References giveMaterial(), and oofem::Material::unpackAndUpdateUnknowns().

Member Data Documentation

◆ czMaterialNumber

int oofem::SimpleCrossSection::czMaterialNumber = 0

protected

Cohesive zone material number.

Definition at line 90 of file simplecrosssection.h.

Referenced by restoreContext(), and saveContext().

◆ materialNumber

int oofem::SimpleCrossSection::materialNumber = 0

protected

Material number.

Definition at line 89 of file simplecrosssection.h.

Referenced by checkConsistency(), createMaterialStatus(), giveInputRecord(), oofem::VariableCrossSection::giveInputRecord(), initializeFrom(), oofem::VariableCrossSection::initializeFrom(), restoreContext(), and saveContext().

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

Public Member Functions

Protected Attributes

Detailed Description

Constructor & Destructor Documentation

◆ SimpleCrossSection()

Member Function Documentation

◆ checkConsistency()

◆ createMaterialStatus()

◆ estimatePackSize()

◆ give() [1/3]

◆ give() [2/3]

◆ give() [3/3]

◆ give2dBeamStiffMtrx()

◆ give2dPlateStiffMtrx()

◆ give2dPlateSubSoilStiffMtrx()

◆ give3dBeamStiffMtrx()

◆ give3dDegeneratedShellStiffMtrx()

◆ give3dShellRotStiffMtrx()

◆ give3dShellStiffMtrx()

◆ giveCauchyStresses()

◆ giveCharMaterialStiffnessMatrix()

◆ giveCharMaterialStiffnessMatrix_dPdF()

◆ giveClassName()

◆ giveEshelbyStresses()

◆ giveFirstPKStress_1d()

◆ giveFirstPKStress_3d()

◆ giveFirstPKStress_PlaneStrain()

◆ giveFirstPKStress_PlaneStress()

◆ giveGeneralizedStress_Beam2d()

◆ giveGeneralizedStress_Beam3d()

◆ giveGeneralizedStress_MembraneRot()

◆ giveGeneralizedStress_Plate()

◆ giveGeneralizedStress_PlateSubSoil()

◆ giveGeneralizedStress_Shell()

◆ giveGeneralizedStress_ShellRot()

◆ giveInputRecord()

◆ giveInputRecordName()

◆ giveIPValue()

◆ giveMaterial()

◆ giveMaterialInterface()

◆ giveMaterialNumber()

◆ giveMembraneRotStiffMtrx()

◆ giveRealStress_1d()

◆ giveRealStress_3d()

◆ giveRealStress_3dDegeneratedShell()

◆ giveRealStress_PlaneStrain()

◆ giveRealStress_PlaneStress()

◆ giveRealStress_Warping()

◆ giveStiffnessMatrix_1d()

◆ giveStiffnessMatrix_3d()

◆ giveStiffnessMatrix_dCde()

◆ giveStiffnessMatrix_dPdF_1d()

◆ giveStiffnessMatrix_dPdF_3d()

◆ giveStiffnessMatrix_dPdF_PlaneStrain()

◆ giveStiffnessMatrix_dPdF_PlaneStress()

◆ giveStiffnessMatrix_PlaneStrain()

◆ giveStiffnessMatrix_PlaneStress()

◆ giveTemperatureVector()

◆ initializeFrom()

◆ isCharacteristicMtrxSymmetric()

◆ packUnknowns()

◆ restoreContext()

◆ saveContext()

◆ setMaterialNumber()

◆ unpackAndUpdateUnknowns()

Member Data Documentation

◆ czMaterialNumber

◆ materialNumber