#include <concrete2.h>

Inheritance diagram for oofem::Concrete2:

Collaboration diagram for oofem::Concrete2:

Public Member Functions
	Concrete2 (int n, Domain *d)
FloatArrayF< 5 >	giveRealStressVector_PlateLayer (const FloatArrayF< 5 > &strain, GaussPoint gp, TimeStep tStep) const override
	Default implementation relies on giveRealStressVector_StressControl.
FloatMatrixF< 5, 5 >	givePlateLayerStiffMtrx (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const override
std::unique_ptr< MaterialStatus >	CreateStatus (GaussPoint *gp) const override
double	give (int, GaussPoint *gp) const override
const char *	giveClassName () const override
const char *	giveInputRecordName () const override
void	initializeFrom (InputRecord &ir) override
Public Member Functions inherited from oofem::DeformationTheoryMaterial
	DeformationTheoryMaterial (int n, Domain *d)
const char *	giveClassName () const override
Public Member Functions inherited from oofem::StructuralMaterial
	StructuralMaterial (int n, Domain *d)
bool	hasMaterialModeCapability (MaterialMode mode) const override
const char *	giveClassName () const override
void	initializeFrom (InputRecord &ir) override
void	giveInputRecord (DynamicInputRecord &input) override
void	giveCharacteristicMatrix (FloatMatrix &answer, MatResponseMode type, GaussPoint gp, TimeStep tStep) const override
	Returns characteristic matrix of the receiver.
void	giveCharacteristicVector (FloatArray &answer, FloatArray &flux, MatResponseMode type, GaussPoint gp, TimeStep tStep) const override
	Returns characteristic vector of the receiver.
virtual void	giveStiffnessMatrix (FloatMatrix &answer, MatResponseMode mode, GaussPoint gp, TimeStep tStep) const
virtual void	giveRealStressVector (FloatArray &answer, GaussPoint gp, const FloatArray &reducedStrain, TimeStep tStep) const
virtual FloatArrayF< 6 >	giveRealStressVector_3d (const FloatArrayF< 6 > &strain, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress.
virtual FloatArrayF< 4 >	giveRealStressVector_PlaneStrain (const FloatArrayF< 4 > &strain, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveRealStressVector_3d.
virtual FloatArray	giveRealStressVector_StressControl (const FloatArray &reducedE, const IntArray &strainControl, GaussPoint gp, TimeStep tStep) const
	Iteratively calls giveRealStressVector_3d to find the stress controlled equal to zero·
virtual FloatArray	giveRealStressVector_ShellStressControl (const FloatArray &reducedE, const IntArray &strainControl, GaussPoint gp, TimeStep tStep) const
virtual FloatArrayF< 3 >	giveRealStressVector_PlaneStress (const FloatArrayF< 3 > &reducedE, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveRealStressVector_StressControl.
virtual FloatArrayF< 1 >	giveRealStressVector_1d (const FloatArrayF< 1 > &reducedE, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveRealStressVector_StressControl.
virtual FloatArrayF< 2 >	giveRealStressVector_Warping (const FloatArrayF< 2 > &reducedE, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveRealStressVector_StressControl.
virtual FloatArrayF< 2 >	giveRealStressVector_2dBeamLayer (const FloatArrayF< 2 > &reducedE, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveRealStressVector_StressControl.
virtual FloatArrayF< 3 >	giveRealStressVector_Fiber (const FloatArrayF< 3 > &reducedE, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveRealStressVector_StressControl.
virtual FloatArrayF< 3 >	giveRealStressVector_2dPlateSubSoil (const FloatArrayF< 3 > &reducedE, GaussPoint gp, TimeStep tStep) const
	Default implementation is not provided.
virtual FloatArrayF< 6 >	giveRealStressVector_3dBeamSubSoil (const FloatArrayF< 6 > &reducedE, GaussPoint gp, TimeStep tStep) const
virtual FloatArrayF< 9 >	giveFirstPKStressVector_3d (const FloatArrayF< 9 > &vF, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress.
virtual FloatArrayF< 5 >	giveFirstPKStressVector_PlaneStrain (const FloatArrayF< 5 > &vF, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveFirstPKStressVector_3d.
virtual FloatArray	giveFirstPKStressVector_StressControl (const FloatArray &reducedvF, const IntArray &FControl, GaussPoint gp, TimeStep tStep) const
	Iteratively calls giveRealStressVector_3d to find the stress controlled equal to zero·
virtual FloatArrayF< 4 >	giveFirstPKStressVector_PlaneStress (const FloatArrayF< 4 > &vF, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveFirstPKStressVector_StressControl.
virtual FloatArrayF< 1 >	giveFirstPKStressVector_1d (const FloatArrayF< 1 > &vF, GaussPoint gp, TimeStep tStep) const
	Default implementation relies on giveFirstPKStressVector_StressControl.
virtual void	giveCauchyStressVector_3d (FloatArray &answer, GaussPoint gp, const FloatArray &reducedF, TimeStep tStep)
virtual void	giveCauchyStressVector_PlaneStrain (FloatArray &answer, GaussPoint gp, const FloatArray &reducedF, TimeStep tStep)
virtual void	giveCauchyStressVector_PlaneStress (FloatArray &answer, GaussPoint gp, const FloatArray &reducedF, TimeStep tStep)
virtual void	giveCauchyStressVector_1d (FloatArray &answer, GaussPoint gp, const FloatArray &reducedF, TimeStep tStep)
virtual void	giveEshelbyStressVector_PlaneStrain (FloatArray &answer, GaussPoint gp, const FloatArray &reducedF, TimeStep tStep)
virtual FloatArrayF< 6 >	giveThermalDilatationVector (GaussPoint gp, TimeStep tStep) const
double	giveReferenceTemperature ()
virtual FloatArray	computeStressIndependentStrainVector (GaussPoint gp, TimeStep tStep, ValueModeType mode) const
FloatArrayF< 6 >	computeStressIndependentStrainVector_3d (GaussPoint gp, TimeStep tStep, ValueModeType mode) const
virtual FloatMatrixF< 6, 6 >	give3dMaterialStiffnessMatrix (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const
virtual void	giveStiffnessMatrix_dPdF (FloatMatrix &answer, MatResponseMode mode, GaussPoint gp, TimeStep tStep)
virtual FloatMatrixF< 9, 9 >	give3dMaterialStiffnessMatrix_dPdF (MatResponseMode mode, GaussPoint gp, TimeStep tStep) const
virtual void	give3dMaterialStiffnessMatrix_dCde (FloatMatrix &answer, MatResponseMode mode, GaussPoint gp, TimeStep tStep)
void	giveStressDependentPartOfStrainVector (FloatArray &answer, GaussPoint gp, const FloatArray &reducedStrainVector, TimeStep tStep, ValueModeType mode) const
int	setIPValue (const FloatArray &value, GaussPoint *gp, InternalStateType type) override
int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep) override
virtual FloatMatrixF< 3, 3 >	givePlaneStressStiffMtrx (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 4, 4 >	givePlaneStressStiffnessMatrix_dPdF (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
virtual void	givePlaneStressStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint gp, TimeStep tStep)
virtual FloatMatrixF< 4, 4 >	givePlaneStrainStiffMtrx (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 5, 5 >	givePlaneStrainStiffnessMatrix_dPdF (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
virtual void	givePlaneStrainStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint gp, TimeStep tStep)
virtual FloatMatrixF< 1, 1 >	give1dStressStiffMtrx (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 1, 1 >	give1dStressStiffnessMatrix_dPdF (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
virtual void	give1dStressStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint gp, TimeStep tStep)
virtual FloatMatrixF< 2, 2 >	give2dBeamLayerStiffMtrx (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 3, 3 >	giveFiberStiffMtrx (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 3, 3 >	give2dPlateSubSoilStiffMtrx (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
virtual FloatMatrixF< 6, 6 >	give3dBeamSubSoilStiffMtrx (MatResponseMode mmode, GaussPoint gp, TimeStep tStep) const
Public Member Functions inherited from oofem::Material
	Material (int n, Domain *d)
virtual	~Material ()=default
	Destructor.
virtual bool	isCharacteristicMtrxSymmetric (MatResponseMode rMode) const
virtual double	giveCharacteristicValue (MatResponseMode type, GaussPoint gp, TimeStep tStep) const
	Returns characteristic value of the receiver.
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	hasCastingTimeSupport () const
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 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.
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 Member Functions
void	dtp3 (GaussPoint gp, FloatArray &e, FloatArray &s, FloatArray &ep, double SCC, double SCT, int ifplas) const
void	dtp2 (GaussPoint gp, FloatArray &e, FloatArray &s, FloatArray &ep, double SCC, double SCT, int ifplas) const
void	stirr (double dez, double srf) const
void	strsoft (GaussPoint *gp, double epsult, FloatArray &ep, double &ep1, double &ep2, double &ep3, double SCC, double SCT, int &ifupd) const
void	updateStirrups (GaussPoint gp, FloatArray &strainIncrement, TimeStep tStep) const

Private Attributes
double	SCCC = 0.
	Pressure strength.
double	SCCT = 0.
	Tension strength.
double	EPP = 0.
	Threshold eff. plastic strain for softening in compress.
double	EPU = 0.
	Ultimate eff. pl. strain.
double	EOPP = 0.
	Threshold volumetric plastic strain for soft. in tension.
double	EOPU = 0.
	Ultimate vol. pl. strain.
double	SHEARTOL = 0.
double	E = 0.
double	n = 0.
double	stirrE = 0.
double	stirrFt = 0.
double	stirrA = 0.
double	stirrTOL = 0.
double	stirrEREF = 0.
double	stirrLAMBDA = 0.
int	IS_PLASTIC_FLOW = 0
	Indicates that plastic flow (not deformation theory) is used in pressure.
int	IFAD = 0
	Determines if state variables should be updated or not (>0 updates).
IsotropicLinearElasticMaterial	linearElasticMaterial

Additional Inherited Members
Static Public Member Functions inherited from oofem::StructuralMaterial
static int	giveSymVI (int ind1, int ind2)
static int	giveVI (int ind1, int ind2)
static FloatMatrixF< 9, 9 >	convert_dSdE_2_dPdF_3D (const FloatMatrixF< 6, 6 > &dSdE, const FloatArrayF< 6 > &S, const FloatArrayF< 9 > &F)
static FloatMatrixF< 5, 5 >	convert_dSdE_2_dPdF_PlaneStrain (const FloatMatrixF< 4, 4 > &dSdE, const FloatArrayF< 4 > &S, const FloatArrayF< 5 > &F)
static FloatMatrixF< 4, 4 >	convert_dSdE_2_dPdF_PlaneStress (const FloatMatrixF< 3, 3 > &dSdE, const FloatArrayF< 3 > &S, const FloatArrayF< 4 > &F)
static FloatMatrixF< 1, 1 >	convert_dSdE_2_dPdF_1D (const FloatMatrixF< 1, 1 > &dSdE, const FloatArrayF< 1 > &S, const FloatArrayF< 1 > &F)
static void	computePrincipalValues (FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode)
	Common functions for convenience.
static FloatArrayF< 3 >	computePrincipalValues (const FloatMatrixF< 3, 3 > &s)
static FloatArrayF< 3 >	computePrincipalValues (double I1, double I2, double I3)
static void	computePrincipalValDir (FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode)
static std::pair< FloatArrayF< 3 >, FloatMatrixF< 3, 3 > >	computePrincipalValDir (const FloatMatrixF< 3, 3 > &s)
static FloatArrayF< 6 >	computeDeviator (const FloatArrayF< 6 > &s)
static std::pair< FloatArrayF< 6 >, double >	computeDeviatoricVolumetricSplit (const FloatArrayF< 6 > &s)
static FloatArrayF< 6 >	computeDeviatoricVolumetricSum (const FloatArrayF< 6 > &dev, double mean)
static FloatArrayF< 6 >	applyDeviatoricElasticCompliance (const FloatArrayF< 6 > &stress, double EModulus, double nu)
static FloatArrayF< 6 >	applyDeviatoricElasticCompliance (const FloatArrayF< 6 > &stress, double GModulus)
static FloatArrayF< 6 >	applyDeviatoricElasticStiffness (const FloatArrayF< 6 > &strain, double EModulus, double nu)
static FloatArrayF< 6 >	applyDeviatoricElasticStiffness (const FloatArrayF< 6 > &strain, double GModulus)
static FloatArrayF< 6 >	applyElasticStiffness (const FloatArrayF< 6 > &strain, double EModulus, double nu)
static FloatArrayF< 6 >	applyElasticCompliance (const FloatArrayF< 6 > &stress, double EModulus, double nu)
static double	computeStressNorm (const FloatArrayF< 6 > &stress)
static double	computeFirstInvariant (const FloatArrayF< 6 > &s)
static double	computeSecondStressInvariant (const FloatArrayF< 6 > &s)
static double	computeThirdStressInvariant (const FloatArrayF< 6 > &s)
static double	computeFirstCoordinate (const FloatArrayF< 6 > &s)
static double	computeSecondCoordinate (const FloatArrayF< 6 > &s)
static double	computeThirdCoordinate (const FloatArrayF< 6 > &s)
static int	giveVoigtVectorMask (IntArray &answer, MaterialMode mmode)
static int	giveVoigtSymVectorMask (IntArray &answer, MaterialMode mmode)
static void	giveInvertedVoigtVectorMask (IntArray &answer, MaterialMode mmode)
static int	giveSizeOfVoigtVector (MaterialMode mmode)
static int	giveSizeOfVoigtSymVector (MaterialMode mmode)
static void	giveFullVectorForm (FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode)
	Converts the reduced symmetric Voigt vector (2nd order tensor) to full form.
static void	giveFullVectorFormF (FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode)
	Converts the reduced deformation gradient Voigt vector (2nd order tensor).
static void	giveFullSymVectorForm (FloatArray &answer, const FloatArray &vec, MaterialMode matMode)
	Converts the reduced unsymmetric Voigt vector (2nd order tensor) to full form.
static void	giveReducedVectorForm (FloatArray &answer, const FloatArray &vec, MaterialMode matMode)
	Converts the full symmetric Voigt vector (2nd order tensor) to reduced form.
static void	giveReducedSymVectorForm (FloatArray &answer, const FloatArray &vec, MaterialMode matMode)
	Converts the full unsymmetric Voigt vector (2nd order tensor) to reduced form.
static void	giveFullSymMatrixForm (FloatMatrix &answer, const FloatMatrix &red, MaterialMode matMode)
	Converts the full unsymmetric Voigt matrix (4th order tensor) to reduced form.
static void	giveReducedMatrixForm (FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode)
	Converts the full symmetric Voigt matrix (4th order tensor) to reduced form.
static void	giveReducedSymMatrixForm (FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode)
	Converts the full unsymmetric Voigt matrix (4th order tensor) to reduced form.
static FloatArrayF< 6 >	transformStrainVectorTo (const FloatMatrixF< 3, 3 > &base, const FloatArrayF< 6 > &strain, bool transpose=false)
static FloatArrayF< 6 >	transformStressVectorTo (const FloatMatrixF< 3, 3 > &base, const FloatArrayF< 6 > &stress, bool transpose=false)
static double	computeVonMisesStress (const FloatArray &currentStress)
static double	computeVonMisesStress_3D (const FloatArrayF< 6 > &stress)
static double	computeVonMisesStress_PlaneStress (const FloatArrayF< 3 > &stress)
static FloatMatrixF< 6, 6 >	giveStrainVectorTranformationMtrx (const FloatMatrixF< 3, 3 > &base, bool transpose=false)
static FloatMatrixF< 3, 3 >	give2DStrainVectorTranformationMtrx (const FloatMatrixF< 2, 2 > &base, bool transpose=false)
static FloatMatrixF< 6, 6 >	giveStressVectorTranformationMtrx (const FloatMatrixF< 3, 3 > &base, bool transpose=false)
static FloatMatrixF< 3, 3 >	givePlaneStressVectorTranformationMtrx (const FloatMatrixF< 2, 2 > &base, bool transpose=false)
static void	sortPrincDirAndValCloseTo (FloatArray &pVal, FloatMatrix &pDir, const FloatMatrix &toPDir)
Static Public Attributes inherited from oofem::StructuralMaterial
static std::array< std::array< int, 3 >, 3 >	vIindex
	Voigt index map.
static std::array< std::array< int, 3 >, 3 >	svIndex
	Symmetric Voigt index map.
Protected Attributes inherited from oofem::StructuralMaterial
double	referenceTemperature = 0.
	Reference temperature (temperature, when material has been built into structure).
MatResponseMode	SCStiffMode = TangentStiffness
	stifness mode used in stress control
double	SCRelTol = 1.e-3
	relative tolerance for stress control
double	SCAbsTol = 1.e-12
	absolute stress tolerance for stress control
int	SCMaxiter = 100000
	maximum iterations for stress-control
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

NonLinear elasto-plastic material model with hardening. Plane stress or uniaxial stress + transverse shear in concrete layers with transverse stirrups.

Definition at line 150 of file concrete2.h.

Constructor & Destructor Documentation

◆ Concrete2()

oofem::Concrete2::Concrete2	(	int	n,
		Domain *	d )

Definition at line 48 of file concrete2.C.

References oofem::DeformationTheoryMaterial::DeformationTheoryMaterial(), linearElasticMaterial, and n.

Member Function Documentation

◆ CreateStatus()

std::unique_ptr< MaterialStatus > oofem::Concrete2::CreateStatus ( GaussPoint * gp ) const

overridevirtual

Creates new copy of associated status and inserts it into given integration point.

Parameters

gp	Integration point where newly created status will be stored.

Returns: Reference to new status.

Reimplemented from oofem::Material.

Definition at line 1235 of file concrete2.C.

◆ dtp2()

void oofem::Concrete2::dtp2	(	GaussPoint *	gp,
		FloatArray &	e,
		FloatArray &	s,
		FloatArray &	ep,
		double	SCC,
		double	SCT,
		int *	ifplas ) const

protected

Definition at line 845 of file concrete2.C.

References c2_E, c2_n, give(), oofem::iperm(), and OOFEM_ERROR.

Referenced by giveRealStressVector_PlateLayer().

◆ dtp3()

void oofem::Concrete2::dtp3	(	GaussPoint *	gp,
		FloatArray &	e,
		FloatArray &	s,
		FloatArray &	ep,
		double	SCC,
		double	SCT,
		int *	ifplas ) const

protected

Definition at line 642 of file concrete2.C.

References c2_E, c2_n, give(), oofem::iperm(), and OOFEM_ERROR.

Referenced by giveRealStressVector_PlateLayer().

◆ give()

double oofem::Concrete2::give	(	int	aProperty,
		GaussPoint *	gp ) const

overridevirtual

Returns the value of material property 'aProperty'. Property must be identified by unique int id. Integration point also passed to allow for materials with spatially varying properties

Parameters

aProperty	ID of property requested.
gp	Integration point,

Returns: Property value.

Reimplemented from oofem::Material.

Definition at line 83 of file concrete2.C.

References c2_E, c2_EOPP, c2_EOPU, c2_EPP, c2_EPU, c2_IFAD, c2_IS_PLASTIC_FLOW, c2_n, c2_SCCC, c2_SCCT, c2_SHEARTOL, E, EOPP, EOPU, EPP, EPU, IFAD, IS_PLASTIC_FLOW, linearElasticMaterial, n, oofem::Material::propertyDictionary, SCCC, SCCT, SHEARTOL, stirr_A, stirr_E, stirr_EREF, stirr_Ft, stirr_LAMBDA, stirr_TOL, stirrA, stirrE, stirrEREF, stirrFt, stirrLAMBDA, and stirrTOL.

Referenced by dtp2(), dtp3(), giveRealStressVector_PlateLayer(), strsoft(), and updateStirrups().

◆ giveClassName()

const char * oofem::Concrete2::giveClassName ( ) const

inlineoverridevirtual

Returns: Class name of the receiver.

Implements oofem::FEMComponent.

Definition at line 188 of file concrete2.h.

◆ giveInputRecordName()

const char * oofem::Concrete2::giveInputRecordName ( ) const

inlineoverridevirtual

Returns: Input record name of the receiver.

Implements oofem::FEMComponent.

Definition at line 189 of file concrete2.h.

References _IFT_Concrete2_Name.

◆ givePlateLayerStiffMtrx()

FloatMatrixF< 5, 5 > oofem::Concrete2::givePlateLayerStiffMtrx	(	MatResponseMode	mmode,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Method for computing 2d plate layer stiffness matrix of receiver. Default implementation computes 3d stiffness matrix using give3dMaterialStiffnessMatrix and reduces it to 2d plate layer stiffness using reduce method described above. However, this reduction is quite time consuming and if it is possible, it is recommended to overload this method and provide direct method for computing particular stiffness matrix.

Parameters

answer	Stiffness matrix.
mmode	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::StructuralMaterial.

Definition at line 1219 of file concrete2.C.

References linearElasticMaterial.

◆ giveRealStressVector_PlateLayer()

FloatArrayF< 5 > oofem::Concrete2::giveRealStressVector_PlateLayer	(	const FloatArrayF< 5 > &	reducedE,
		GaussPoint *	gp,
		TimeStep *	tStep ) const

overridevirtual

Default implementation relies on giveRealStressVector_StressControl.

Reimplemented from oofem::StructuralMaterial.

Definition at line 151 of file concrete2.C.

◆ initializeFrom()

void oofem::Concrete2::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::FEMComponent.

Definition at line 54 of file concrete2.C.

References _IFT_Concrete2_e, _IFT_Concrete2_eopp, _IFT_Concrete2_eopu, _IFT_Concrete2_epp, _IFT_Concrete2_epu, _IFT_Concrete2_ifad, _IFT_Concrete2_is_plastic_flow, _IFT_Concrete2_n, _IFT_Concrete2_sccc, _IFT_Concrete2_scct, _IFT_Concrete2_sheartol, _IFT_Concrete2_stirr_a, _IFT_Concrete2_stirr_e, _IFT_Concrete2_stirr_eref, _IFT_Concrete2_stirr_ft, _IFT_Concrete2_stirr_lambda, _IFT_Concrete2_stirr_tol, E, EOPP, EOPU, EPP, EPU, IFAD, IR_GIVE_FIELD, IS_PLASTIC_FLOW, linearElasticMaterial, n, SCCC, SCCT, SHEARTOL, stirrA, stirrE, stirrEREF, stirrFt, stirrLAMBDA, and stirrTOL.

◆ stirr()

void oofem::Concrete2::stirr	(	double	dez,
		double	srf ) const

protected

◆ strsoft()

void oofem::Concrete2::strsoft	(	GaussPoint *	gp,
		double	epsult,
		FloatArray &	ep,
		double &	ep1,
		double &	ep2,
		double &	ep3,
		double	SCC,
		double	SCT,
		int &	ifupd ) const

protected

Definition at line 993 of file concrete2.C.

References c2_E, c2_EOPP, c2_EPP, c2_EPU, c2_IS_PLASTIC_FLOW, c2_SCCC, c2_SCCT, give(), oofem::Material::giveStatus(), oofem::Concrete2MaterialStatus::giveTempCurrentPressureStrength(), oofem::Concrete2MaterialStatus::giveTempCurrentTensionStrength(), oofem::Concrete2MaterialStatus::giveTempMaxEffPlasticStrain(), oofem::Concrete2MaterialStatus::giveTempMaxVolPlasticStrain(), oofem::max(), and oofem::min().

Referenced by giveRealStressVector_PlateLayer().

◆ updateStirrups()

void oofem::Concrete2::updateStirrups	(	GaussPoint *	gp,
		FloatArray &	strainIncrement,
		TimeStep *	tStep ) const

protected

Definition at line 1159 of file concrete2.C.

References c2_IFAD, give(), oofem::Material::giveStatus(), oofem::Concrete2MaterialStatus::giveTempCurrentStressInStirrups(), stirr_E, stirr_EREF, stirr_Ft, and stirr_LAMBDA.

Referenced by giveRealStressVector_PlateLayer().

Member Data Documentation

◆ E

double oofem::Concrete2::E = 0.

private

Definition at line 167 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ EOPP

double oofem::Concrete2::EOPP = 0.

private

Threshold volumetric plastic strain for soft. in tension.

Definition at line 157 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ EOPU

double oofem::Concrete2::EOPU = 0.

private

Ultimate vol. pl. strain.

Definition at line 158 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ EPP

double oofem::Concrete2::EPP = 0.

private

Threshold eff. plastic strain for softening in compress.

Definition at line 155 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ EPU

double oofem::Concrete2::EPU = 0.

private

Ultimate eff. pl. strain.

Definition at line 156 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ IFAD

int oofem::Concrete2::IFAD = 0

private

Determines if state variables should be updated or not (>0 updates).

Definition at line 173 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ IS_PLASTIC_FLOW

int oofem::Concrete2::IS_PLASTIC_FLOW = 0

private

Indicates that plastic flow (not deformation theory) is used in pressure.

Definition at line 171 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ linearElasticMaterial

IsotropicLinearElasticMaterial oofem::Concrete2::linearElasticMaterial

private

Definition at line 175 of file concrete2.h.

Referenced by Concrete2(), give(), givePlateLayerStiffMtrx(), and initializeFrom().

◆ n

double oofem::Concrete2::n = 0.

private

Definition at line 167 of file concrete2.h.

Referenced by Concrete2(), give(), and initializeFrom().

◆ SCCC

double oofem::Concrete2::SCCC = 0.

private

Pressure strength.

Definition at line 153 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ SCCT

double oofem::Concrete2::SCCT = 0.

private

Tension strength.

Definition at line 154 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ SHEARTOL

double oofem::Concrete2::SHEARTOL = 0.

private

Threshold value of the relative shear deformation (psi^2/eef) at which shear is considered in layers. for lower r.s.d. the transverse shear remains elastic decoupled from bending. default value SHEARTOL = 0.01

Definition at line 165 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ stirrA

double oofem::Concrete2::stirrA = 0.

private

Definition at line 169 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ stirrE

double oofem::Concrete2::stirrE = 0.

private

Definition at line 169 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ stirrEREF

double oofem::Concrete2::stirrEREF = 0.

private

Definition at line 169 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ stirrFt

double oofem::Concrete2::stirrFt = 0.

private

Definition at line 169 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ stirrLAMBDA

double oofem::Concrete2::stirrLAMBDA = 0.

private

Definition at line 169 of file concrete2.h.

Referenced by give(), and initializeFrom().

◆ stirrTOL

double oofem::Concrete2::stirrTOL = 0.

private

Definition at line 169 of file concrete2.h.

Referenced by give(), and initializeFrom().

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

Public Member Functions

Protected Member Functions

Private Attributes

Additional Inherited Members

Detailed Description

Constructor & Destructor Documentation

◆ Concrete2()

Member Function Documentation

◆ CreateStatus()

◆ dtp2()

◆ dtp3()

◆ give()

◆ giveClassName()

◆ giveInputRecordName()

◆ givePlateLayerStiffMtrx()

◆ giveRealStressVector_PlateLayer()

◆ initializeFrom()

◆ stirr()

◆ strsoft()

◆ updateStirrups()

Member Data Documentation

◆ E

◆ EOPP

◆ EOPU

◆ EPP

◆ EPU

◆ IFAD

◆ IS_PLASTIC_FLOW

◆ linearElasticMaterial

◆ n

◆ SCCC

◆ SCCT

◆ SHEARTOL

◆ stirrA

◆ stirrE

◆ stirrEREF

◆ stirrFt

◆ stirrLAMBDA

◆ stirrTOL