OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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Simple isotropic damage based model for 2d interface elements. More...
#include <isointerfacedamage01.h>
Public Member Functions | |
IsoInterfaceDamageMaterial (int n, Domain *d) | |
Constructor. More... | |
virtual | ~IsoInterfaceDamageMaterial () |
Destructor. More... | |
virtual int | hasNonLinearBehaviour () |
Returns nonzero if receiver is non linear. More... | |
virtual bool | hasAnalyticalTangentStiffness () const |
Tells if the model has implemented analytical tangent stiffness. More... | |
virtual const char * | giveInputRecordName () const |
virtual const char * | giveClassName () const |
virtual void | giveEngTraction_3d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep) |
virtual void | give3dStiffnessMatrix_Eng (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) |
virtual int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) |
Returns the integration point corresponding value in Reduced form. More... | |
void | computeEquivalentStrain (double &kappa, const FloatArray &jump, GaussPoint *gp, TimeStep *tStep) |
virtual void | computeDamageParam (double &omega, double kappa, const FloatArray &strain, GaussPoint *gp) |
computes the value of damage parameter omega, based on given value of equivalent strain. More... | |
virtual IRResultType | initializeFrom (InputRecord *ir) |
Initializes receiver according to object description stored in input record. More... | |
virtual void | giveInputRecord (DynamicInputRecord &input) |
Setups the input record string of receiver. More... | |
virtual MaterialStatus * | CreateStatus (GaussPoint *gp) const |
Creates new copy of associated status and inserts it into given integration point. More... | |
Public Member Functions inherited from oofem::StructuralInterfaceMaterial | |
StructuralInterfaceMaterial (int n, Domain *d) | |
Constructor. More... | |
virtual | ~StructuralInterfaceMaterial () |
Destructor. More... | |
virtual void | giveFirstPKTraction_1d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &reducedF, TimeStep *tStep) |
Computes the first Piola-Kirchoff traction vector for given total jump/gap and integration point. More... | |
virtual void | giveFirstPKTraction_2d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &reducedF, TimeStep *tStep) |
virtual void | giveFirstPKTraction_3d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &F, TimeStep *tStep) |
virtual void | giveEngTraction_1d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep) |
virtual void | giveEngTraction_2d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep) |
virtual void | give1dStiffnessMatrix_dTdj (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) |
Gives the tangent: . More... | |
virtual void | give2dStiffnessMatrix_dTdj (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) |
virtual void | give3dStiffnessMatrix_dTdj (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) |
virtual void | give1dStiffnessMatrix_Eng (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) |
virtual void | give2dStiffnessMatrix_Eng (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) |
void | give1dStiffnessMatrix_dTdj_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) |
void | give2dStiffnessMatrix_dTdj_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) |
void | give3dStiffnessMatrix_dTdj_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) |
void | give1dStiffnessMatrix_Eng_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) |
void | give2dStiffnessMatrix_Eng_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) |
void | give3dStiffnessMatrix_Eng_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) |
virtual FloatArray | giveInterfaceStrength () |
Public Member Functions inherited from oofem::Material | |
Material (int n, Domain *d) | |
Constructor. More... | |
virtual | ~Material () |
Destructor. More... | |
virtual bool | isCharacteristicMtrxSymmetric (MatResponseMode rMode) |
Returns true if stiffness matrix of receiver is symmetric Default implementation returns true. More... | |
virtual double | give (int aProperty, GaussPoint *gp) |
Returns the value of material property 'aProperty'. More... | |
virtual bool | hasProperty (int aProperty, GaussPoint *gp) |
Returns true if 'aProperty' exists on material. More... | |
virtual void | modifyProperty (int aProperty, double value, GaussPoint *gp) |
Modify 'aProperty', which already exists on material. More... | |
double | giveCastingTime () |
virtual bool | isActivated (TimeStep *tStep) |
virtual int | hasMaterialModeCapability (MaterialMode mode) |
Tests if material supports material mode. More... | |
virtual int | hasCastingTimeSupport () |
Tests if material supports casting time. More... | |
virtual void | printYourself () |
Prints receiver state on stdout. Useful for debugging. More... | |
virtual contextIOResultType | saveIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp) |
Stores integration point state to output stream. More... | |
virtual contextIOResultType | restoreIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp) |
Reads integration point state to output stream. More... | |
virtual int | checkConsistency () |
Allows programmer to test some internal data, before computation begins. More... | |
virtual int | initMaterial (Element *element) |
Optional function to call specific procedures when initializing a material. More... | |
virtual MaterialStatus * | giveStatus (GaussPoint *gp) const |
Returns material status of receiver in given integration point. More... | |
virtual int | packUnknowns (DataStream &buff, TimeStep *tStep, GaussPoint *ip) |
Pack all necessary data of integration point (according to element parallel_mode) into given communication buffer. More... | |
virtual int | unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep, GaussPoint *ip) |
Unpack and updates all necessary data of given integration point (according to element parallel_mode) into given communication buffer. More... | |
virtual int | estimatePackSize (DataStream &buff, GaussPoint *ip) |
Estimates the necessary pack size to hold all packed data of receiver. More... | |
virtual double | predictRelativeComputationalCost (GaussPoint *gp) |
Returns the weight representing relative computational cost of receiver The reference material model is linear isotropic material - its weight is set to 1.0 The other material models should compare to this reference model. More... | |
virtual double | predictRelativeRedistributionCost (GaussPoint *gp) |
Returns the relative redistribution cost of the receiver. More... | |
virtual void | initTempStatus (GaussPoint *gp) |
Initializes temporary variables stored in integration point status at the beginning of new time step. More... | |
virtual int | setIPValue (const FloatArray &value, GaussPoint *gp, InternalStateType type) |
Sets the value of a certain variable at a given integration point to the given value. More... | |
Public Member Functions inherited from oofem::FEMComponent | |
FEMComponent (int n, Domain *d) | |
Regular constructor, creates component with given number and belonging to given domain. More... | |
virtual | ~FEMComponent () |
Virtual destructor. More... | |
Domain * | giveDomain () const |
virtual void | setDomain (Domain *d) |
Sets associated Domain. More... | |
int | giveNumber () const |
void | setNumber (int num) |
Sets number of receiver. More... | |
virtual void | updateLocalNumbering (EntityRenumberingFunctor &f) |
Local renumbering support. More... | |
virtual contextIOResultType | saveContext (DataStream &stream, ContextMode mode, void *obj=NULL) |
Stores receiver state to output stream. More... | |
virtual contextIOResultType | restoreContext (DataStream &stream, ContextMode mode, void *obj=NULL) |
Restores the receiver state previously written in stream. More... | |
virtual void | printOutputAt (FILE *file, TimeStep *tStep) |
Prints output of receiver to stream, for given time step. More... | |
virtual Interface * | giveInterface (InterfaceType t) |
Interface requesting service. More... | |
std::string | errorInfo (const char *func) const |
Returns string for prepending output (used by error reporting macros). More... | |
Protected Attributes | |
double | tempDillatCoeff |
Coefficient of thermal dilatation. More... | |
double | kn |
Elastic properties (normal moduli). More... | |
double | ks |
Shear moduli. More... | |
double | ft |
Tension strength. More... | |
double | gf |
Fracture energy. More... | |
double | e0 |
Limit elastic deformation. More... | |
double | maxOmega |
Maximum limit on omega. The purpose is elimination of a too compliant material which may cause convergency problems. Set to something like 0.99 if needed. More... | |
double | beta |
Weight factor for the influence of shear component of displacement jump on equivalent strain. More... | |
Protected Attributes inherited from oofem::Material | |
Dictionary | propertyDictionary |
Property dictionary. More... | |
double | castingTime |
Casting time. More... | |
Protected Attributes inherited from oofem::FEMComponent | |
int | number |
Component number. More... | |
Domain * | domain |
Link to domain object, useful for communicating with other FEM components. More... | |
Additional Inherited Members | |
Public Attributes inherited from oofem::StructuralInterfaceMaterial | |
bool | useNumericalTangent |
Simple isotropic damage based model for 2d interface elements.
In 2d, the interface elements are used to model contact layer between element edges. The generalized strain vector contains two relative displacements (in normal and shear direction). The generalized stress vector contains corresponding tractions in normal and tangent direction.
The behaviour of the model is elastic, described by normal and shear stiffness components. Isotropic damage is initiated when the stress reaches the tensile strength. Damage evolution is governed by normal component of generalized strain vector (normal relative displacement) by an exponential softening law.
Definition at line 113 of file isointerfacedamage01.h.
oofem::IsoInterfaceDamageMaterial::IsoInterfaceDamageMaterial | ( | int | n, |
Domain * | d | ||
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Destructor.
Definition at line 55 of file isointerfacedamage01.C.
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computes the value of damage parameter omega, based on given value of equivalent strain.
[out] | omega | Contains result. |
kappa | Equivalent strain measure. | |
strain | Total strain vector in full form. (unnecessary?) | |
gp | Integration point. |
Definition at line 230 of file isointerfacedamage01.C.
Referenced by giveEngTraction_3d().
void oofem::IsoInterfaceDamageMaterial::computeEquivalentStrain | ( | double & | kappa, |
const FloatArray & | jump, | ||
GaussPoint * | gp, | ||
TimeStep * | tStep | ||
) |
Definition at line 219 of file isointerfacedamage01.C.
References oofem::FloatArray::at(), beta, oofem::FloatArray::giveSize(), and oofem::macbra().
Referenced by giveEngTraction_3d().
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Creates new copy of associated status and inserts it into given integration point.
gp | Integration point where newly created status will be stored. |
Reimplemented from oofem::Material.
Definition at line 164 of file isointerfacedamage01.h.
References oofem::FEMComponent::domain, and oofem::IsoInterfaceDamageMaterialStatus::IsoInterfaceDamageMaterialStatus().
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Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 94 of file isointerfacedamage01.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatArray::beProductOf(), e0, ft, gf, oofem::IsoInterfaceDamageMaterialStatus::giveKappa(), oofem::Material::giveStatus(), oofem::IsoInterfaceDamageMaterialStatus::giveTempDamage(), oofem::StructuralInterfaceMaterialStatus::giveTempJump(), oofem::IsoInterfaceDamageMaterialStatus::giveTempKappa(), kn, ks, maxOmega, oofem::min(), oofem::FloatMatrix::resize(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().
Referenced by giveEngTraction_3d().
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Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 143 of file isointerfacedamage01.h.
References oofem::FEMComponent::giveInputRecord(), oofem::IntegrationPointStatus::gp, oofem::MaterialStatus::initializeFrom(), oofem::StructuralInterfaceMaterialStatus::jump, and oofem::IsoInterfaceDamageMaterialStatus::kappa.
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Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 59 of file isointerfacedamage01.C.
References oofem::FloatArray::beProductOf(), computeDamageParam(), computeEquivalentStrain(), give3dStiffnessMatrix_Eng(), oofem::IsoInterfaceDamageMaterialStatus::giveDamage(), oofem::IsoInterfaceDamageMaterialStatus::giveKappa(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::letTempJumpBe(), oofem::StructuralInterfaceMaterialStatus::letTempTractionBe(), oofem::IsoInterfaceDamageMaterialStatus::setTempDamage(), oofem::IsoInterfaceDamageMaterialStatus::setTempKappa(), and oofem::FloatMatrix::times().
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Setups the input record string of receiver.
input | Dynamic input record to be filled by receiver. |
Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 204 of file isointerfacedamage01.C.
References _IFT_IsoInterfaceDamageMaterial_ft, _IFT_IsoInterfaceDamageMaterial_gf, _IFT_IsoInterfaceDamageMaterial_kn, _IFT_IsoInterfaceDamageMaterial_ks, _IFT_IsoInterfaceDamageMaterial_maxOmega, ft, gf, oofem::StructuralInterfaceMaterial::giveInputRecord(), kn, ks, maxOmega, and oofem::DynamicInputRecord::setField().
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Implements oofem::FEMComponent.
Definition at line 142 of file isointerfacedamage01.h.
References _IFT_IsoInterfaceDamageMaterial_Name.
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Returns the integration point corresponding value in Reduced form.
answer | Contain corresponding ip value, zero sized if not available. |
gp | Integration point to which the value refers. |
type | Determines the type of internal variable. |
tStep | Determines the time step. |
Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 148 of file isointerfacedamage01.C.
References oofem::FloatArray::at(), oofem::IsoInterfaceDamageMaterialStatus::giveDamage(), oofem::StructuralInterfaceMaterial::giveIPValue(), oofem::IsoInterfaceDamageMaterialStatus::giveKappa(), oofem::Material::giveStatus(), oofem::IsoInterfaceDamageMaterialStatus::giveTempDamage(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().
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Tells if the model has implemented analytical tangent stiffness.
If not, the tangent must be computed numerically.
Implements oofem::StructuralInterfaceMaterial.
Definition at line 140 of file isointerfacedamage01.h.
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Returns nonzero if receiver is non linear.
Reimplemented from oofem::Material.
Definition at line 139 of file isointerfacedamage01.h.
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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.
ir | Input record to initialize from. |
Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 180 of file isointerfacedamage01.C.
References _IFT_IsoInterfaceDamageMaterial_beta, _IFT_IsoInterfaceDamageMaterial_ft, _IFT_IsoInterfaceDamageMaterial_gf, _IFT_IsoInterfaceDamageMaterial_kn, _IFT_IsoInterfaceDamageMaterial_ks, _IFT_IsoInterfaceDamageMaterial_maxOmega, beta, e0, ft, gf, oofem::StructuralInterfaceMaterial::initializeFrom(), IR_GIVE_FIELD, IR_GIVE_OPTIONAL_FIELD, kn, ks, oofem::max(), maxOmega, and oofem::min().
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Weight factor for the influence of shear component of displacement jump on equivalent strain.
Definition at line 131 of file isointerfacedamage01.h.
Referenced by computeEquivalentStrain(), initializeFrom(), and IsoInterfaceDamageMaterial().
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Limit elastic deformation.
Definition at line 127 of file isointerfacedamage01.h.
Referenced by computeDamageParam(), give3dStiffnessMatrix_Eng(), and initializeFrom().
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Tension strength.
Definition at line 123 of file isointerfacedamage01.h.
Referenced by computeDamageParam(), give3dStiffnessMatrix_Eng(), giveInputRecord(), and initializeFrom().
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Fracture energy.
Definition at line 125 of file isointerfacedamage01.h.
Referenced by computeDamageParam(), give3dStiffnessMatrix_Eng(), giveInputRecord(), and initializeFrom().
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Elastic properties (normal moduli).
Definition at line 119 of file isointerfacedamage01.h.
Referenced by give3dStiffnessMatrix_Eng(), giveInputRecord(), and initializeFrom().
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Shear moduli.
Definition at line 121 of file isointerfacedamage01.h.
Referenced by give3dStiffnessMatrix_Eng(), giveInputRecord(), and initializeFrom().
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Maximum limit on omega. The purpose is elimination of a too compliant material which may cause convergency problems. Set to something like 0.99 if needed.
Definition at line 129 of file isointerfacedamage01.h.
Referenced by give3dStiffnessMatrix_Eng(), giveInputRecord(), initializeFrom(), and IsoInterfaceDamageMaterial().
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Coefficient of thermal dilatation.
Definition at line 117 of file isointerfacedamage01.h.