OOFEM 3.0
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oofem::LinkSlip Class Reference

#include <linkslip.h>

Inheritance diagram for oofem::LinkSlip:
Collaboration diagram for oofem::LinkSlip:

Public Member Functions

 LinkSlip (int n, Domain *d)
 constructor which creates a dummy material without a status and without random extension interface
bool hasAnalyticalTangentStiffness () const override
const char * giveInputRecordName () const override
const char * giveClassName () const override
void initializeFrom (InputRecord &ir) override
bool isCharacteristicMtrxSymmetric (MatResponseMode rMode) const override
double evaluateBondStress (const double kappa) const
FloatArrayF< 3 > giveEngTraction_3d (const FloatArrayF< 3 > &jump, GaussPoint *gp, TimeStep *tStep) const override
FloatMatrixF< 3, 3 > give3dStiffnessMatrix_Eng (MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const override
InterfacegiveInterface (InterfaceType) override
std::unique_ptr< MaterialStatusCreateStatus (GaussPoint *gp) const override
int giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *atTime) override
Public Member Functions inherited from oofem::StructuralInterfaceMaterial
 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 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
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
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 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 MaterialStatusgiveStatus (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.
DomaingiveDomain () 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)
std::string errorInfo (const char *func) const
 Returns string for prepending output (used by error reporting macros).

Protected Attributes

double kNormal = 0.
 Normal modulus.
double kLateral = 0.
 Lateral modulus.
int type = 0
double tauMax = 0.
 Strength for slip component.
double tauFinal = 0.
double s1 = 0.
double s2 = 0.
double s3 = 0.
double alpha = 0.
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.
Domaindomain
 Link to domain object, useful for communicating with other FEM components.

Additional Inherited Members

Public Attributes inherited from oofem::StructuralInterfaceMaterial
bool useNumericalTangent

Detailed Description

This class implements a slip model for concrete for lattice elements.

Definition at line 103 of file linkslip.h.

Constructor & Destructor Documentation

◆ LinkSlip()

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

constructor which creates a dummy material without a status and without random extension interface

Definition at line 63 of file linkslip.C.

References oofem::StructuralInterfaceMaterial::StructuralInterfaceMaterial().

Member Function Documentation

◆ CreateStatus()

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

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

Parameters
gpIntegration point where newly created status will be stored.
Returns
Reference to new status.

Reimplemented from oofem::Material.

Definition at line 108 of file linkslip.C.

◆ evaluateBondStress()

double oofem::LinkSlip::evaluateBondStress ( const double kappa) const

Definition at line 114 of file linkslip.C.

References alpha, OOFEM_ERROR, s1, s2, s3, tauFinal, tauMax, and type.

Referenced by giveEngTraction_3d().

◆ give3dStiffnessMatrix_Eng()

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

Reimplemented from oofem::StructuralInterfaceMaterial.

Definition at line 194 of file linkslip.C.

References oofem::diag(), kLateral, and kNormal.

◆ giveClassName()

const char * oofem::LinkSlip::giveClassName ( ) const
inlineoverridevirtual
Returns
Class name of the receiver.

Implements oofem::FEMComponent.

Definition at line 130 of file linkslip.h.

◆ giveEngTraction_3d()

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

◆ giveInputRecordName()

const char * oofem::LinkSlip::giveInputRecordName ( ) const
inlineoverridevirtual
Returns
Input record name of the receiver.

Implements oofem::FEMComponent.

Definition at line 129 of file linkslip.h.

References _IFT_LinkSlip_Name.

◆ giveInterface()

Interface * oofem::LinkSlip::giveInterface ( InterfaceType t)
overridevirtual

Interface requesting service.

See also
InterfaceType
Returns
Requested interface if implemented, otherwise NULL.

Reimplemented from oofem::FEMComponent.

Definition at line 188 of file linkslip.C.

References type.

◆ giveIPValue()

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

Returns the integration point corresponding value in Reduced form.

Parameters
answerContain corresponding ip value, zero sized if not available.
gpIntegration point to which the value refers.
typeDetermines the type of internal variable.
tStepDetermines 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 270 of file linkslip.C.

References oofem::Material::giveStatus(), oofem::FloatArray::resize(), type, and oofem::FloatArray::zero().

◆ hasAnalyticalTangentStiffness()

bool oofem::LinkSlip::hasAnalyticalTangentStiffness ( ) const
inlineoverridevirtual

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

Implements oofem::StructuralInterfaceMaterial.

Definition at line 127 of file linkslip.h.

◆ initializeFrom()

void oofem::LinkSlip::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
irInput record to initialize from.
priorityPriority of the input record. This is used to determine the order of initialization

Reimplemented from oofem::FEMComponent.

Definition at line 69 of file linkslip.C.

References _IFT_LinkSlip_alpha, _IFT_LinkSlip_kl, _IFT_LinkSlip_kn, _IFT_LinkSlip_s1, _IFT_LinkSlip_s2, _IFT_LinkSlip_s3, _IFT_LinkSlip_t0, _IFT_LinkSlip_tf, _IFT_LinkSlip_type, alpha, IR_GIVE_FIELD, IR_GIVE_OPTIONAL_FIELD, kLateral, kNormal, OOFEM_WARNING, s1, s2, s3, tauFinal, tauMax, and type.

◆ isCharacteristicMtrxSymmetric()

bool oofem::LinkSlip::isCharacteristicMtrxSymmetric ( MatResponseMode rMode) const
inlineoverridevirtual

Returns true if stiffness matrix of receiver is symmetric Default implementation returns true.

Reimplemented from oofem::Material.

Definition at line 139 of file linkslip.h.

Member Data Documentation

◆ alpha

double oofem::LinkSlip::alpha = 0.
protected

Definition at line 121 of file linkslip.h.

Referenced by evaluateBondStress(), and initializeFrom().

◆ kLateral

double oofem::LinkSlip::kLateral = 0.
protected

Lateral modulus.

Definition at line 112 of file linkslip.h.

Referenced by give3dStiffnessMatrix_Eng(), giveEngTraction_3d(), and initializeFrom().

◆ kNormal

double oofem::LinkSlip::kNormal = 0.
protected

Normal modulus.

Definition at line 109 of file linkslip.h.

Referenced by give3dStiffnessMatrix_Eng(), giveEngTraction_3d(), and initializeFrom().

◆ s1

double oofem::LinkSlip::s1 = 0.
protected

Definition at line 119 of file linkslip.h.

Referenced by evaluateBondStress(), and initializeFrom().

◆ s2

double oofem::LinkSlip::s2 = 0.
protected

Definition at line 119 of file linkslip.h.

Referenced by evaluateBondStress(), and initializeFrom().

◆ s3

double oofem::LinkSlip::s3 = 0.
protected

Definition at line 119 of file linkslip.h.

Referenced by evaluateBondStress(), and initializeFrom().

◆ tauFinal

double oofem::LinkSlip::tauFinal = 0.
protected

Definition at line 117 of file linkslip.h.

Referenced by evaluateBondStress(), and initializeFrom().

◆ tauMax

double oofem::LinkSlip::tauMax = 0.
protected

Strength for slip component.

Definition at line 117 of file linkslip.h.

Referenced by evaluateBondStress(), and initializeFrom().

◆ type

int oofem::LinkSlip::type = 0
protected

Definition at line 114 of file linkslip.h.

Referenced by evaluateBondStress(), giveInterface(), giveIPValue(), and initializeFrom().


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

This page is part of the OOFEM-3.0 documentation. Copyright Copyright (C) 1994-2025 Borek Patzak Bořek Patzák
Project e-mail: oofem@fsv.cvut.cz
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