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OOFEM 3.0
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#include <macrolspace.h>
Public Member Functions | |
| MacroLSpace (int n, Domain *d) | |
| virtual | ~MacroLSpace () |
| const char * | giveInputRecordName () const override |
| const char * | giveClassName () const override |
| void | initializeFrom (InputRecord &ir, int priority) override |
| void | postInitialize () override |
| Performs post initialization steps. | |
| void | computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override |
| void | computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) override |
| virtual void | changeMicroBoundaryConditions (TimeStep *tStep) |
| Related to setting the boundary conditions of micro problem. | |
| void | giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override |
| virtual void | evalInterpolation (FloatArray &answer, const std::vector< FloatArray > &coords, const FloatArray &gcoords) |
| void | updateYourself (TimeStep *tStep) override |
| Public Member Functions inherited from oofem::LSpace | |
| LSpace (int n, Domain *d) | |
| virtual | ~LSpace () |
| FEInterpolation * | giveInterpolation () const override |
| Interface * | giveInterface (InterfaceType it) override |
| int | testElementExtension (ElementExtension ext) override |
| void | SPRNodalRecoveryMI_giveSPRAssemblyPoints (IntArray &pap) override |
| void | SPRNodalRecoveryMI_giveDofMansDeterminedByPatch (IntArray &answer, int pap) override |
| int | SPRNodalRecoveryMI_giveNumberOfIP () override |
| SPRPatchType | SPRNodalRecoveryMI_givePatchType () override |
| void | NodalAveragingRecoveryMI_computeNodalValue (FloatArray &answer, int node, InternalStateType type, TimeStep *tStep) override |
| void | HuertaErrorEstimatorI_setupRefinedElementProblem (RefinedElement *refinedElement, int level, int nodeId, IntArray &localNodeIdArray, IntArray &globalNodeIdArray, HuertaErrorEstimatorInterface ::SetupMode sMode, TimeStep *tStep, int &localNodeId, int &localElemId, int &localBcId, IntArray &controlNode, IntArray &controlDof, HuertaErrorEstimator ::AnalysisMode aMode) override |
| void | HuertaErrorEstimatorI_computeNmatrixAt (GaussPoint *gp, FloatMatrix &answer) override |
| Element_Geometry_Type | giveGeometryType () const override |
| void | drawRawGeometry (oofegGraphicContext &gc, TimeStep *tStep) override |
| void | drawDeformedGeometry (oofegGraphicContext &gc, TimeStep *tStep, UnknownType type) override |
| void | drawScalar (oofegGraphicContext &gc, TimeStep *tStep) override |
| void | drawSpecial (oofegGraphicContext &gc, TimeStep *tStep) override |
| void | drawTriad (FloatArray &, int isurf) |
| Public Member Functions inherited from oofem::Structural3DElement | |
| Structural3DElement (int n, Domain *d) | |
| virtual | ~Structural3DElement () |
| Destructor. | |
| void | initializeFrom (InputRecord &ir, int priority) override |
| MaterialMode | giveMaterialMode () override |
| int | computeNumberOfDofs () override |
| void | giveDofManDofIDMask (int inode, IntArray &answer) const override |
| double | computeVolumeAround (GaussPoint *gp) override |
| double | giveCharacteristicLength (const FloatArray &normalToCrackPlane) override |
| void | giveMaterialOrientationAt (FloatArray &x, FloatArray &y, FloatArray &z, const FloatArray &lcoords) |
| void | computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) override |
| void | computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) override |
| void | computeConstitutiveMatrix_dPdF_At (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) override |
| void | computeInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep) override |
| Public Member Functions inherited from oofem::NLStructuralElement | |
| NLStructuralElement (int n, Domain *d) | |
| virtual | ~NLStructuralElement () |
| Destructor. | |
| int | giveGeometryMode () |
| void | computeFirstPKStressVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
| void | computeCauchyStressVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
| void | computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override |
| void | computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
| void | giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override |
| void | giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override |
| virtual void | computeDeformationGradientVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
| double | computeCurrentVolume (TimeStep *tStep) |
| void | giveInputRecord (DynamicInputRecord &input) override |
| const char * | giveClassName () const override |
| Public Member Functions inherited from oofem::StructuralElement | |
| StructuralElement (int n, Domain *d) | |
| virtual | ~StructuralElement () |
| Destructor. | |
| void | giveCharacteristicMatrix (FloatMatrix &answer, CharType, TimeStep *tStep) override |
| void | giveCharacteristicVector (FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) override |
| virtual void | computeMassMatrix (FloatMatrix &answer, TimeStep *tStep) |
| virtual void | computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep) |
| virtual void | computeConsistentMassMatrix (FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) |
| virtual void | giveMassMtrxIntegrationgMask (IntArray &answer) |
| void | computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
| virtual void | computeLumpedInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep) |
| void | computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) override |
| virtual void | computeStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
| int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override |
| virtual void | computeResultingIPTemperatureAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) |
| virtual void | computeResultingIPEigenstrainAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) |
| virtual void | computeNmatrixAt (const FloatArray &iLocCoord, FloatMatrix &answer) |
| void | updateBeforeNonlocalAverage (TimeStep *tStep) override |
| virtual void | giveNonlocalLocationArray (IntArray &locationArray, const UnknownNumberingScheme &us) |
| virtual void | addNonlocalStiffnessContributions (SparseMtrx &dest, const UnknownNumberingScheme &s, TimeStep *tStep) |
| int | adaptiveUpdate (TimeStep *tStep) override |
| void | updateInternalState (TimeStep *tStep) override |
| void | updateYourself (TimeStep *tStep) override |
| int | checkConsistency () override |
| void | giveInputRecord (DynamicInputRecord &input) override |
| const char * | giveClassName () const override |
| int | giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep) override |
| void | showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override |
| Shows sparse structure. | |
| void | showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override |
| Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness). | |
| void | computeLoadVector (FloatArray &answer, BodyLoad *load, CharType type, ValueModeType mode, TimeStep *tStep) override |
| void | computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) override |
| void | computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) override |
| virtual void | computeEdgeNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) |
| computes edge interpolation matrix | |
| virtual void | computeSurfaceNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) |
| StructuralCrossSection * | giveStructuralCrossSection () |
| Helper function which returns the structural cross-section for the element. | |
| virtual void | createMaterialStatus () |
| Public Member Functions inherited from oofem::Element | |
| Element (int n, Domain *aDomain) | |
| Element (const Element &src)=delete | |
| Element & | operator= (const Element &src)=delete |
| virtual | ~Element () |
| Virtual destructor. | |
| void | giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
| void | giveLocationArray (IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
| virtual void | giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) |
| virtual void | giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) |
| virtual int | giveNumberOfDofs () |
| virtual int | giveNumberOfInternalDofManagers () const |
| virtual DofManager * | giveInternalDofManager (int i) const |
| virtual void | setInternalDofManager (int num, std::unique_ptr< DofManager > dm) |
| virtual double | giveCharacteristicValue (CharType type, TimeStep *tStep) |
| virtual void | computeTangentFromSurfaceLoad (FloatMatrix &answer, BoundaryLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) |
| virtual void | computeTangentFromEdgeLoad (FloatMatrix &answer, BoundaryLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) |
| const IntArray & | giveBodyLoadList () const |
| const IntArray & | giveBoundaryLoadList () const |
| void | computeVectorOf (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
| void | computeVectorOf (const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
| void | computeBoundaryVectorOf (const IntArray &bNodes, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
| void | computeVectorOf (PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
| void | computeVectorOfPrescribed (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
| void | computeVectorOfPrescribed (const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer) |
| virtual int | computeNumberOfGlobalDofs () |
| int | computeNumberOfPrimaryMasterDofs () |
| virtual bool | computeGtoLRotationMatrix (FloatMatrix &answer) |
| virtual bool | giveRotationMatrix (FloatMatrix &answer) |
| virtual bool | computeDofTransformationMatrix (FloatMatrix &answer, const IntArray &nodes, bool includeInternal) |
| virtual void | giveInternalDofManDofIDMask (int inode, IntArray &answer) const |
| virtual void | giveElementDofIDMask (IntArray &answer) const |
| virtual double | computeVolumeAreaOrLength () |
| Computes the volume, area or length of the element depending on its spatial dimension. | |
| double | computeMeanSize () |
| virtual double | computeVolume () |
| virtual double | computeArea () |
| virtual double | computeLength () |
| virtual IntArray | giveBoundaryEdgeNodes (int boundary, bool includeHierarchical=false) const |
| virtual IntArray | giveBoundarySurfaceNodes (int boundary, bool includeHierarchical=false) const |
| virtual IntArray | giveBoundaryNodes (int boundary) const |
| virtual std::unique_ptr< IntegrationRule > | giveBoundaryEdgeIntegrationRule (int order, int boundary) |
| virtual std::unique_ptr< IntegrationRule > | giveBoundarySurfaceIntegrationRule (int order, int boundary) |
| int | giveDofManagerNumber (int i) const |
| const IntArray & | giveDofManArray () const |
| void | addDofManager (DofManager *dMan) |
| DofManager * | giveDofManager (int i) const |
| Node * | giveNode (int i) const |
| virtual ElementSide * | giveSide (int i) const |
| virtual FEInterpolation * | giveInterpolation (DofIDItem id) const |
| virtual const FEInterpolation * | getGeometryInterpolation () const |
| virtual Material * | giveMaterial () |
| int | giveMaterialNumber () const |
| CrossSection * | giveCrossSection () |
| int | getActivityTimeFunctionNumber () |
| void | setActivityTimeFunctionNumber (int funcIndx) |
| void | setMaterial (int matIndx) |
| virtual void | setCrossSection (int csIndx) |
| virtual int | giveNumberOfDofManagers () const |
| void | setNumberOfDofManagers (int i) |
| Sets number of element dof managers. | |
| virtual int | giveNumberOfNodes () const |
| void | setDofManagers (const IntArray &dmans) |
| void | setDofManager (int id, int dm) |
| void | setBodyLoads (const IntArray &bodyLoads) |
| void | setIntegrationRules (std ::vector< std ::unique_ptr< IntegrationRule > > irlist) |
| virtual integrationDomain | giveIntegrationDomain () const |
| virtual int | giveIntegrationRuleLocalCodeNumbers (IntArray &answer, IntegrationRule &ie) |
| int | giveRegionNumber () |
| virtual void | initializeYourself (TimeStep *timeStepWhenICApply) |
| virtual bool | isActivated (TimeStep *tStep) |
| virtual bool | isCast (TimeStep *tStep) |
| virtual void | initForNewStep () |
| virtual Element_Geometry_Type | giveEdgeGeometryType (int id) const |
| Returns the receiver edge geometry type. | |
| virtual Element_Geometry_Type | giveSurfaceGeometryType (int id) const |
| Returns the receiver surface geometry type. | |
| virtual int | giveSpatialDimension () |
| virtual int | giveNumberOfBoundarySides () |
| Returns number of boundaries (entities of element_dimension-1: points, edges, surfaces). | |
| virtual int | giveNumberOfEdges () const |
| virtual int | giveNumberOfSurfaces () const |
| virtual int | giveDefaultIntegrationRule () const |
| virtual IntegrationRule * | giveDefaultIntegrationRulePtr () |
| int | giveNumberOfIntegrationRules () |
| virtual IntegrationRule * | giveIntegrationRule (int i) |
| std::vector< std ::unique_ptr< IntegrationRule > > & | giveIntegrationRulesArray () |
| int | giveGlobalIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) |
| virtual double | giveLengthInDir (const FloatArray &normalToCrackPlane) |
| double | giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane) |
| double | giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane) |
| virtual double | giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method) |
| virtual double | giveParentElSize () const |
| virtual int | computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) |
| virtual bool | computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords) |
| virtual int | giveLocalCoordinateSystem (FloatMatrix &answer) |
| virtual void | giveLocalCoordinateSystemVector (InternalStateType isttype, FloatArray &answer) |
| virtual void | computeMidPlaneNormal (FloatArray &answer, const GaussPoint *gp) |
| virtual int | adaptiveMap (Domain *oldd, TimeStep *tStep) |
| virtual int | mapStateVariables (Domain &iOldDom, const TimeStep &iTStep) |
| virtual int | adaptiveFinish (TimeStep *tStep) |
| void | updateLocalNumbering (EntityRenumberingFunctor &f) override |
| template<class T> | |
| void | ipEvaluator (T *src, void(T ::*f)(GaussPoint *gp)) |
| Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f. | |
| template<class T, class S> | |
| void | ipEvaluator (T *src, void(T ::*f)(GaussPoint *, S &), S &_val) |
| Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f as well as additional array. | |
| virtual void | drawYourself (oofegGraphicContext &gc, TimeStep *tStep) |
| virtual void | drawAnnotation (oofegGraphicContext &gc, TimeStep *tStep) |
| virtual void | giveLocalIntVarMaxMin (oofegGraphicContext &gc, TimeStep *tStep, double &emin, double &emax) |
| virtual int | giveInternalStateAtSide (FloatArray &answer, InternalStateType type, InternalStateMode mode, int side, TimeStep *tStep) |
| int | giveLabel () const |
| int | giveGlobalNumber () const |
| void | setGlobalNumber (int num) |
| elementParallelMode | giveParallelMode () const |
| void | setParallelMode (elementParallelMode _mode) |
| Sets parallel mode of element. | |
| virtual elementParallelMode | giveKnotSpanParallelMode (int) const |
| int | packUnknowns (DataStream &buff, TimeStep *tStep) |
| int | unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep) |
| int | estimatePackSize (DataStream &buff) |
| const IntArray * | givePartitionList () const |
| void | setPartitionList (IntArray &pl) |
| virtual double | predictRelativeComputationalCost () |
| virtual double | giveRelativeSelfComputationalCost () |
| virtual double | predictRelativeRedistributionCost () |
| IntArray * | giveBodyLoadArray () |
| Returns array containing load numbers of loads acting on element. | |
| IntArray * | giveBoundaryLoadArray () |
| Returns array containing load numbers of boundary loads acting on element. | |
| void | initializeFinish () override |
| void | saveContext (DataStream &stream, ContextMode mode) override |
| void | restoreContext (DataStream &stream, ContextMode mode) override |
| void | printOutputAt (FILE *file, TimeStep *tStep) override |
| virtual const IntArray | giveLocation () |
| virtual void | recalculateCoordinates (int nodeNumber, FloatArray &coords) |
| void | setSharedEdgeID (int iedge, int globalID) |
| void | setSharedSurfaceID (int isurf, int globalID) |
| const IntArray * | giveSharedEdgeIDs () const |
| const IntArray * | giveSharedSurfaceIDs () const |
| 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 | initializeFrom (InputRecord &ir) |
| virtual void | printYourself () |
| Prints receiver state on stdout. Useful for debugging. | |
| std::string | errorInfo (const char *func) const |
| Returns string for prepending output (used by error reporting macros). | |
| Public Member Functions inherited from oofem::ZZNodalRecoveryModelInterface | |
| ZZNodalRecoveryModelInterface (Element *element) | |
| Constructor. | |
| virtual bool | ZZNodalRecoveryMI_computeNValProduct (FloatMatrix &answer, InternalStateType type, TimeStep *tStep) |
| virtual void | ZZNodalRecoveryMI_computeNNMatrix (FloatArray &answer, InternalStateType type) |
| Public Member Functions inherited from oofem::Interface | |
| Interface () | |
| Constructor. | |
| virtual | ~Interface () |
| Public Member Functions inherited from oofem::SPRNodalRecoveryModelInterface | |
| SPRNodalRecoveryModelInterface () | |
| Constructor. | |
| Public Member Functions inherited from oofem::NodalAveragingRecoveryModelInterface | |
| NodalAveragingRecoveryModelInterface () | |
| Constructor. | |
| Public Member Functions inherited from oofem::SpatialLocalizerInterface | |
| SpatialLocalizerInterface (Element *element) | |
| virtual int | SpatialLocalizerI_containsPoint (const FloatArray &coords) |
| int | SpatialLocalizerI_BBoxContainsPoint (const FloatArray &coords) |
| virtual void | SpatialLocalizerI_giveBBox (FloatArray &bb0, FloatArray &bb1) |
| virtual double | SpatialLocalizerI_giveClosestPoint (FloatArray &lcoords, FloatArray &closest, const FloatArray &gcoords) |
| Public Member Functions inherited from oofem::HuertaErrorEstimatorInterface | |
| HuertaErrorEstimatorInterface () | |
| Constructor. | |
Protected Attributes | |
| IntArray | microMasterNodes |
| Array containing the node mapping from microscale (which microMasterNodes corresponds to which macroNode). | |
| IntArray | microBoundaryNodes |
| IntArray | microDOFs |
| bool | firstCall |
| MicroMaterial * | microMaterial |
| Domain * | microDomain |
| EngngModel * | microEngngModel |
| int | iteration |
| Information of iteration number. | |
| IntArray | microBoundaryDofManager |
| Stores node number on the boundary in the triplets. | |
| FloatMatrix | stiffMatrix |
| int | stiffMatrxFileNoneReadingWriting |
| Process with external file for the storage of stiffness matrix 0-None, 1-read, 2-write. | |
| FloatArray | internalMacroForcesVector |
| Array containg the force vector from nodes (if condensation is skipped, use this vector). | |
| TimeStep * | lastStiffMatrixTimeStep |
| Last time step when stiffness matrix was assembled. | |
| Protected Attributes inherited from oofem::LSpace | |
| bool | reducedShearIntegration |
| Protected Attributes inherited from oofem::Structural3DElement | |
| bool | matRotation |
| Protected Attributes inherited from oofem::NLStructuralElement | |
| int | nlGeometry =0 |
| Flag indicating if geometrical nonlinearities apply. | |
| Protected Attributes inherited from oofem::StructuralElement | |
| std::unique_ptr< FloatArray > | initialDisplacements |
| Initial displacement vector, describes the initial nodal displacements when element has been casted. | |
| Protected Attributes inherited from oofem::Element | |
| int | numberOfDofMans |
| Number of dofmanagers. | |
| IntArray | dofManArray |
| Array containing dofmanager numbers. | |
| int | material |
| Number of associated material. | |
| int | crossSection |
| Number of associated cross section. | |
| IntArray | bodyLoadArray |
| IntArray | boundaryLoadArray |
| std::vector< std ::unique_ptr< IntegrationRule > > | integrationRulesArray |
| FloatMatrix | elemLocalCS |
| Transformation material matrix, used in orthotropic and anisotropic materials, global->local transformation. | |
| int | activityTimeFunction |
| Element activity time function. If defined, nonzero value indicates active receiver, zero value inactive element. | |
| int | globalNumber |
| int | numberOfGaussPoints |
| elementParallelMode | parallel_mode |
| Determines the parallel mode of the element. | |
| IntArray | partitions |
| IntArray | globalEdgeIDs |
| IntArray | globalSurfaceIDs |
| Protected Attributes inherited from oofem::FEMComponent | |
| int | number |
| Component number. | |
| Domain * | domain |
| Link to domain object, useful for communicating with other FEM components. | |
Static Private Attributes | |
| static ParamKey | IPK_MacroLSpace_microMasterNodes |
| static ParamKey | IPK_MacroLSpace_microBoundaryNodes |
| static ParamKey | IPK_MacroLSpace_stiffMatrixFileName |
Additional Inherited Members | |
| Public Types inherited from oofem::HuertaErrorEstimatorInterface | |
| enum | SetupMode { CountMode = 0 , NodeMode = 1 , ElemMode = 2 , BCMode = 3 } |
| Mode for problem setup. More... | |
| Static Public Attributes inherited from oofem::Element | |
| static ParamKey | IPK_Element_mat |
| static ParamKey | IPK_Element_crosssect |
| static ParamKey | IPK_Element_nodes |
| static ParamKey | IPK_Element_bodyload |
| static ParamKey | IPK_Element_boundaryload |
| static ParamKey | IPK_Element_lcs |
| static ParamKey | IPK_Element_partitions |
| static ParamKey | IPK_Element_remote |
| static ParamKey | IPK_Element_activityTimeFunction |
| static ParamKey | IPK_Element_nip |
| Protected Member Functions inherited from oofem::LSpace | |
| int | giveNumberOfIPForMassMtrxIntegration () override |
| void | computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int li, int ui) override |
| int | computeLoadLSToLRotationMatrix (FloatMatrix &answer, int iSurf, GaussPoint *gp) override |
| Protected Member Functions inherited from oofem::Structural3DElement | |
| void | computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int lowerIndx=1, int upperIndx=ALL_STRAINS) override |
| void | computeBHmatrixAt (GaussPoint *gp, FloatMatrix &answer) override |
| void | computeGaussPoints () override |
| void | giveEdgeDofMapping (IntArray &answer, int iEdge) const override |
| double | computeEdgeVolumeAround (GaussPoint *gp, int iEdge) override |
| int | computeLoadLEToLRotationMatrix (FloatMatrix &answer, int iEdge, GaussPoint *gp) override |
| int | testElementExtension (ElementExtension ext) override |
| void | computeSurfaceNMatrixAt (FloatMatrix &answer, int iSurf, GaussPoint *gp) |
| void | giveSurfaceDofMapping (IntArray &answer, int) const override |
| double | computeSurfaceVolumeAround (GaussPoint *gp, int) override |
| int | computeLoadLSToLRotationMatrix (FloatMatrix &answer, int, GaussPoint *gp) override |
| Protected Member Functions inherited from oofem::NLStructuralElement | |
| int | checkConsistency () override |
| virtual void | computePointLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode, bool global=true) |
| virtual int | computeLoadGToLRotationMtrx (FloatMatrix &answer) |
| void | condense (FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what) |
| virtual void | setupIRForMassMtrxIntegration (IntegrationRule &iRule) |
| virtual void | computeBodyLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode) |
| Protected Member Functions inherited from oofem::HuertaErrorEstimatorInterface | |
| void | setupRefinedElementProblem1D (Element *element, RefinedElement *refinedElement, int level, int nodeId, IntArray &localNodeIdArray, IntArray &globalNodeIdArray, HuertaErrorEstimatorInterface ::SetupMode mode, TimeStep *tStep, int nodes, FloatArray *corner, FloatArray &midNode, int &localNodeId, int &localElemId, int &localBcId, IntArray &controlNode, IntArray &controlDof, HuertaErrorEstimator ::AnalysisMode aMode, const char *edgetype) |
| void | setupRefinedElementProblem2D (Element *element, RefinedElement *refinedElement, int level, int nodeId, IntArray &localNodeIdArray, IntArray &globalNodeIdArray, HuertaErrorEstimatorInterface ::SetupMode mode, TimeStep *tStep, int nodes, FloatArray *corner, FloatArray *midSide, FloatArray &midNode, int &localNodeId, int &localElemId, int &localBcId, IntArray &controlNode, IntArray &controlDof, HuertaErrorEstimator ::AnalysisMode aMode, const char *quadtype) |
| void | setupRefinedElementProblem3D (Element *element, RefinedElement *refinedElement, int level, int nodeId, IntArray &localNodeIdArray, IntArray &globalNodeIdArray, HuertaErrorEstimatorInterface ::SetupMode mode, TimeStep *tStep, int nodes, FloatArray *corner, FloatArray *midSide, FloatArray *midFace, FloatArray &midNode, int &localNodeId, int &localElemId, int &localBcId, int hexaSideNode[1][3], int hexaFaceNode[1][3], IntArray &controlNode, IntArray &controlDof, HuertaErrorEstimator ::AnalysisMode aMode, const char *hexatype) |
| Static Protected Attributes inherited from oofem::LSpace | |
| static FEI3dHexaLin | interpolation |
| static ParamKey | IPK_LSpace_reducedShearIntegration |
| [optional] Reduced shear integration flag. | |
| Static Protected Attributes inherited from oofem::Structural3DElement | |
| static ParamKey | IPK_Structural3DElement_materialCoordinateSystem |
| [optional] Material coordinate system (local) for the element. | |
| Static Protected Attributes inherited from oofem::NLStructuralElement | |
| static ParamKey | IPK_NLStructuralElement_nlgeoflag |
This class implements a macroelement. It is derived from eight-node brick element. The stiffness matrix is computed from underlying RVE and is condensed to 24 DoFs to corner nodes.
Definition at line 60 of file macrolspace.h.
| oofem::MacroLSpace::MacroLSpace | ( | int | n, |
| Domain * | d ) |
Definition at line 55 of file macrolspace.C.
References firstCall, iteration, lastStiffMatrixTimeStep, oofem::LSpace::LSpace(), microDomain, microEngngModel, and microMaterial.
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Definition at line 65 of file macrolspace.C.
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Related to setting the boundary conditions of micro problem.
Definition at line 161 of file macrolspace.C.
References _IFT_BoundaryCondition_PrescribedValue, _IFT_ConstantFunction_f, _IFT_GeneralBoundaryCondition_timeFunct, oofem::FloatArray::at(), oofem::classFactory, evalInterpolation(), oofem::Element::giveNode(), oofem::Element::giveNumberOfNodes(), microBoundaryDofManager, microBoundaryNodes, microDomain, microMaterial, OOFEM_ERROR, oofem::DynamicInputRecord::setField(), and oofem::DynamicInputRecord::setRecordKeywordField().
Referenced by giveInternalForcesVector().
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Computes the unknown vector interpolated at the specified local coordinates. Used for exporting data and mapping fields.
| mode | Mode (total, increment, etc) of the output |
| tStep | Time step to evaluate at |
| lcoords | Local coordinates to evaluate at |
| answer | Results |
Reimplemented from oofem::Element.
Definition at line 78 of file macrolspace.h.
References OOFEM_ERROR.
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Computes numerically stiffness matrix of receiver. Default implementation computes element stiffness using \( K=\int_v B^{\mathrm{T}} D B \mathrm{d}V \) formulae, where \( B \) is element geometric matrix and \( D \) is material stiffness matrix. No geometrical nonlinearity is taken into account. NUmerical integration procedure uses integrationRulesArray for numerical integration. Support for reduced or selected integration is implemented. The individual integration rules are assumed to correspond to different terms from which the overall matrix is assembled.
If there is one integration rule, the full integration of all coefficients is performed. Otherwise, integration is performed using following rules. Each integration rule can specify start and end strain index of strain vector components for which is valid. It is necessary to ensure that these start and end indexes, dividing geometrical matrix into blocks, are not overlapping and that each strain component is included.
Then stiffness matrix is obtained as summation of integrals \( I_{ij}=\int_v B^{\mathrm{T}}_i D_{ij} B_j \mathrm{d}V \) where \( B_i \) is i-th block of geometrical matrix and \( D_{ij} \) is corresponding constitutive sub-matrix. The geometrical matrix is obtained using computeBmatrixAt service and the constitutive matrix is obtained using computeConstitutiveMatrixAt service. The \( I_{ij} \) integral is evaluated using such integration rule, which is valid for i-th or j-th block and has smaller number of integration points.
For higher numerical performance, only one half of stiffness matrix is computed and answer is then symmetrized. Therefore, if element matrix will be generally nonsymmetric, one must specialize this method. Finally, the result is transformed into global coordinate system (or nodal coordinate system, if it is defined).
| answer | Computed stiffness matrix (symmetric). |
| rMode | Response mode. |
| tStep | Time step. |
Reimplemented from oofem::StructuralElement.
Definition at line 108 of file macrolspace.C.
References firstCall, oofem::FEMComponent::giveDomain(), oofem::TimeStep::giveIntrinsicTime(), oofem::Element::giveMaterial(), oofem::FEMComponent::giveNumber(), oofem::TimeStep::giveTargetTime(), oofem::Element::isActivated(), lastStiffMatrixTimeStep, microBoundaryNodes, microDomain, microEngngModel, microMasterNodes, microMaterial, oofem::microScale, OOFEM_ERROR, OOFEM_LOG_INFO, and stiffMatrix.
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Evaluates shape function at a given pointnodal representation of real internal forces obtained from microProblem.
| answer | Array of shape function values at given node. |
| coords | Coordinates of nodes defining the interpolation geometry. |
| gcoords | Global coordinates of point of interest. |
Definition at line 285 of file macrolspace.C.
References oofem::LSpace::interpolation.
Referenced by changeMicroBoundaryConditions(), and giveInternalForcesVector().
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Reimplemented from oofem::LSpace.
Definition at line 71 of file macrolspace.h.
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Reimplemented from oofem::LSpace.
Definition at line 70 of file macrolspace.h.
References _IFT_MacroLSpace_Name.
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Returns equivalent nodal forces vectors. Useful for nonlinear analysis. Default implementation computes result as \( F=\int_v B^{\mathrm{T}} \sigma \mathrm{d}V \), where \( \sigma \) is the real element stress vector obtained using computeStressVector service (if useUpdatedGpRecord=0) or (if useUpdatedGpRecord=1) from integration point status. The geometric matrix is obtained using computeBmatrixAt service. Integration is performed using default integration rule, which should produce always valid results, assuming that strains used for computation of stresses are valid.
| answer | Internal nodal forces vector. |
| tStep | Time step. |
| useUpdatedGpRecord | If equal to zero, the stresses in integration points are computed (slow but safe), else if nonzero the stresses are taken directly from integration point status (should be derived from StructuralMaterialStatus) (fast, but engineering model must ensure valid status data in each integration point). |
Reimplemented from oofem::StructuralElement.
Definition at line 231 of file macrolspace.C.
References oofem::FloatArray::at(), changeMicroBoundaryConditions(), oofem::StructuralEngngModel::computeReaction(), evalInterpolation(), oofem::DofManager::giveCoordinates(), oofem::TimeStep::giveIntrinsicTime(), oofem::FEMComponent::giveNumber(), oofem::DofManager::giveNumberOfDofs(), oofem::TimeStep::giveTargetTime(), internalMacroForcesVector, iteration, microBoundaryDofManager, microDomain, microEngngModel, microMaterial, OOFEM_LOG_INFO, oofem::FloatArray::resize(), and oofem::FloatArray::zero().
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Reimplemented from oofem::LSpace.
Definition at line 68 of file macrolspace.C.
References _IFT_MacroLspace_stiffMatrxFileName, oofem::FEMComponent::domain, oofem::InputRecord::hasField(), IPK_MacroLSpace_microBoundaryNodes, IPK_MacroLSpace_microMasterNodes, IR_GIVE_OPTIONAL_FIELD, microBoundaryNodes, microMasterNodes, oofem::FEMComponent::number, OOFEM_ERROR, PM_UPDATE_PARAMETER, and stiffMatrxFileNoneReadingWriting.
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Performs post initialization steps.
Reimplemented from oofem::Element.
Definition at line 92 of file macrolspace.C.
References oofem::ComponentInputException::ctElement, oofem::FEMComponent::domain, IPK_MacroLSpace_microBoundaryNodes, IPK_MacroLSpace_microMasterNodes, microBoundaryDofManager, microBoundaryNodes, microMasterNodes, oofem::FEMComponent::number, and PM_ELEMENT_ERROR_IFNOTSET.
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Updates element state after equilibrium in time step has been reached. Default implementation updates all integration rules defined by integrationRulesArray member variable. Doing this, all integration points and their material statuses are updated also. All temporary history variables, which now describe equilibrium state are copied into equilibrium ones. The existing internal state is used for update.
| tStep | Time step for newly reached state. |
Reimplemented from oofem::Element.
Definition at line 297 of file macrolspace.C.
References oofem::Element::integrationRulesArray, iteration, microEngngModel, and OOFEM_LOG_INFO.
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Definition at line 101 of file macrolspace.h.
Referenced by computeStiffnessMatrix(), and MacroLSpace().
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Array containg the force vector from nodes (if condensation is skipped, use this vector).
Definition at line 113 of file macrolspace.h.
Referenced by giveInternalForcesVector().
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Definition at line 64 of file macrolspace.h.
Referenced by initializeFrom(), and postInitialize().
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Definition at line 63 of file macrolspace.h.
Referenced by initializeFrom(), and postInitialize().
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Definition at line 65 of file macrolspace.h.
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Information of iteration number.
Definition at line 106 of file macrolspace.h.
Referenced by giveInternalForcesVector(), MacroLSpace(), and updateYourself().
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Last time step when stiffness matrix was assembled.
Definition at line 115 of file macrolspace.h.
Referenced by computeStiffnessMatrix(), and MacroLSpace().
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Stores node number on the boundary in the triplets.
Definition at line 108 of file macrolspace.h.
Referenced by changeMicroBoundaryConditions(), giveInternalForcesVector(), and postInitialize().
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Definition at line 99 of file macrolspace.h.
Referenced by changeMicroBoundaryConditions(), computeStiffnessMatrix(), initializeFrom(), and postInitialize().
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Definition at line 100 of file macrolspace.h.
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Definition at line 103 of file macrolspace.h.
Referenced by changeMicroBoundaryConditions(), computeStiffnessMatrix(), giveInternalForcesVector(), and MacroLSpace().
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Definition at line 104 of file macrolspace.h.
Referenced by computeStiffnessMatrix(), giveInternalForcesVector(), MacroLSpace(), and updateYourself().
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Array containing the node mapping from microscale (which microMasterNodes corresponds to which macroNode).
Definition at line 98 of file macrolspace.h.
Referenced by computeStiffnessMatrix(), initializeFrom(), and postInitialize().
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Definition at line 102 of file macrolspace.h.
Referenced by changeMicroBoundaryConditions(), computeStiffnessMatrix(), giveInternalForcesVector(), and MacroLSpace().
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Definition at line 109 of file macrolspace.h.
Referenced by computeStiffnessMatrix().
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Process with external file for the storage of stiffness matrix 0-None, 1-read, 2-write.
Definition at line 111 of file macrolspace.h.
Referenced by initializeFrom().