OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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This class implements a macroelement. More...
#include <macrolspace.h>
Public Member Functions | |
MacroLSpace (int n, Domain *d) | |
virtual | ~MacroLSpace () |
virtual const char * | giveInputRecordName () const |
virtual const char * | giveClassName () const |
virtual IRResultType | initializeFrom (InputRecord *ir) |
Initializes receiver according to object description stored in input record. More... | |
virtual void | computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
Computes the stiffness matrix of receiver. More... | |
virtual void | computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) |
Computes the unknown vector interpolated at the specified local coordinates. More... | |
virtual void | changeMicroBoundaryConditions (TimeStep *tStep) |
Related to setting the boundary conditions of micro problem. More... | |
virtual void | giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) |
Evaluates nodal representation of real internal forces. More... | |
virtual void | evalInterpolation (FloatArray &answer, const std::vector< FloatArray > &coords, const FloatArray &gcoords) |
Evaluates shape function at a given pointnodal representation of real internal forces obtained from microProblem. More... | |
virtual void | updateYourself (TimeStep *tStep) |
Updates element state after equilibrium in time step has been reached. More... | |
Public Member Functions inherited from oofem::LSpace | |
LSpace (int n, Domain *d) | |
virtual | ~LSpace () |
virtual FEInterpolation * | giveInterpolation () const |
virtual Interface * | giveInterface (InterfaceType it) |
Interface requesting service. More... | |
virtual int | testElementExtension (ElementExtension ext) |
Tests if the element implements required extension. More... | |
virtual void | SPRNodalRecoveryMI_giveSPRAssemblyPoints (IntArray &pap) |
virtual void | SPRNodalRecoveryMI_giveDofMansDeterminedByPatch (IntArray &answer, int pap) |
virtual int | SPRNodalRecoveryMI_giveNumberOfIP () |
virtual SPRPatchType | SPRNodalRecoveryMI_givePatchType () |
virtual void | NodalAveragingRecoveryMI_computeNodalValue (FloatArray &answer, int node, InternalStateType type, TimeStep *tStep) |
Computes the element value in given node. More... | |
virtual 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) |
virtual void | HuertaErrorEstimatorI_computeNmatrixAt (GaussPoint *gp, FloatMatrix &answer) |
virtual void | drawRawGeometry (oofegGraphicContext &gc, TimeStep *tStep) |
virtual void | drawDeformedGeometry (oofegGraphicContext &gc, TimeStep *tStep, UnknownType type) |
virtual void | drawScalar (oofegGraphicContext &gc, TimeStep *tStep) |
virtual void | drawSpecial (oofegGraphicContext &gc, TimeStep *tStep) |
void | drawTriad (FloatArray &, int isurf) |
Public Member Functions inherited from oofem::Structural3DElement | |
Structural3DElement (int n, Domain *d) | |
Constructor. More... | |
virtual | ~Structural3DElement () |
Destructor. More... | |
virtual MaterialMode | giveMaterialMode () |
Returns material mode for receiver integration points. More... | |
virtual int | computeNumberOfDofs () |
Computes or simply returns total number of element's local DOFs. More... | |
virtual void | giveDofManDofIDMask (int inode, IntArray &answer) const |
Returns dofmanager dof mask for node. More... | |
virtual double | computeVolumeAround (GaussPoint *gp) |
Returns volume related to given integration point. More... | |
virtual double | giveCharacteristicLength (const FloatArray &normalToCrackPlane) |
Returns the size of element in the given direction, in some cases adjusted (e.g. More... | |
void | giveMaterialOrientationAt (FloatArray &x, FloatArray &y, FloatArray &z, const FloatArray &lcoords) |
virtual void | computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) |
Computes the stress vector of receiver at given integration point, at time step tStep. More... | |
virtual void | computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) |
Computes constitutive matrix of receiver. More... | |
Public Member Functions inherited from oofem::NLStructuralElement | |
NLStructuralElement (int n, Domain *d) | |
Constructor. More... | |
virtual | ~NLStructuralElement () |
Destructor. More... | |
int | giveGeometryMode () |
Returns the geometry mode describing the formulation used in the internal work 0 - Engineering (small deformation) stress-strain mode 1 - First Piola-Kirchhoff - Deformation gradient mode, P is defined as FS 2 - Second Piola-Kirchhoff - Green-Lagrange strain mode with deformation gradient as input (deprecated and not supported) More... | |
void | computeFirstPKStressVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
Computes the first Piola-Kirchhoff stress tensor on Voigt format. More... | |
void | computeCauchyStressVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
Computes the Cauchy stress tensor on Voigt format. More... | |
virtual void | computeInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep) |
Computes the initial stiffness matrix of receiver. More... | |
void | computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
Computes the stiffness matrix of receiver. More... | |
void | giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) |
Evaluates nodal representation of real internal forces. More... | |
virtual void | computeDeformationGradientVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
Computes the deformation gradient in Voigt form at integration point ip and at time step tStep. More... | |
double | computeCurrentVolume (TimeStep *tStep) |
Computes the current volume of element. More... | |
virtual void | giveInputRecord (DynamicInputRecord &input) |
Setups the input record string of receiver. More... | |
Public Member Functions inherited from oofem::StructuralElement | |
StructuralElement (int n, Domain *d) | |
Constructor. More... | |
virtual | ~StructuralElement () |
Destructor. More... | |
virtual void | giveCharacteristicMatrix (FloatMatrix &answer, CharType, TimeStep *tStep) |
Computes characteristic matrix of receiver of requested type in given time step. More... | |
virtual void | giveCharacteristicVector (FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) |
Computes characteristic vector of receiver of requested type in given time step. More... | |
virtual void | computeMassMatrix (FloatMatrix &answer, TimeStep *tStep) |
Computes mass matrix of receiver. More... | |
virtual void | computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep) |
Computes lumped mass matrix of receiver. More... | |
virtual void | computeConsistentMassMatrix (FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) |
Computes consistent mass matrix of receiver using numerical integration over element volume. More... | |
virtual void | giveMassMtrxIntegrationgMask (IntArray &answer) |
Returns mask indicating, which unknowns (their type and ordering is the same as element unknown vector) participate in mass matrix integration. More... | |
void | computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
virtual void | computeStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
Compute strain vector of receiver evaluated at given integration point at given time step from element displacement vector. More... | |
virtual int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) |
Returns the integration point corresponding value in full form. More... | |
virtual void | computeResultingIPTemperatureAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) |
Computes at given time (tStep) the the resulting temperature component array. More... | |
virtual void | computeResultingIPEigenstrainAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) |
Computes at given time the resulting eigenstrain component array. More... | |
virtual int | adaptiveUpdate (TimeStep *tStep) |
Updates the internal state variables stored in all IPs according to already mapped state. More... | |
virtual void | updateInternalState (TimeStep *tStep) |
Updates element state after equilibrium in time step has been reached. More... | |
virtual int | giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep) |
Returns internal state variable (like stress,strain) at node of element in Reduced form, the way how is obtained is dependent on InternalValueType. More... | |
virtual void | showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) |
Shows sparse structure. More... | |
virtual void | showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) |
Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness) More... | |
virtual void | computeLoadVector (FloatArray &answer, BodyLoad *load, CharType type, ValueModeType mode, TimeStep *tStep) |
Computes the contribution of the given body load (volumetric). More... | |
virtual void | computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) |
Computes the contribution of the given load at the given boundary surface in global coordinate system. More... | |
virtual void | computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) |
Computes the contribution of the given load at the given boundary edge. More... | |
virtual void | computeEdgeNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) |
computes edge interpolation matrix More... | |
virtual void | computeSurfaceNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) |
Computes surface interpolation matrix. More... | |
StructuralCrossSection * | giveStructuralCrossSection () |
Helper function which returns the structural cross-section for the element. More... | |
virtual void | createMaterialStatus () |
virtual void | computeNmatrixAt (const FloatArray &iLocCoord, FloatMatrix &answer) |
Computes interpolation matrix for element unknowns. More... | |
virtual void | updateBeforeNonlocalAverage (TimeStep *tStep) |
Updates internal element state (in all integration points of receiver) before nonlocal averaging takes place. More... | |
virtual void | giveNonlocalLocationArray (IntArray &locationArray, const UnknownNumberingScheme &us) |
Returns the "nonlocal" location array of receiver. More... | |
virtual void | addNonlocalStiffnessContributions (SparseMtrx &dest, const UnknownNumberingScheme &s, TimeStep *tStep) |
Adds the "nonlocal" contribution to stiffness matrix, to account for nonlocality of material model. More... | |
Public Member Functions inherited from oofem::Element | |
Element (int n, Domain *aDomain) | |
Constructor. More... | |
Element (const Element &src)=delete | |
Element & | operator= (const Element &src)=delete |
virtual | ~Element () |
Virtual destructor. More... | |
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) |
Returns internal state variable (like stress,strain) at side of element in Reduced form If side is possessing DOFs, otherwise recover techniques will not work due to absence of side-shape functions. More... | |
int | giveLabel () const |
int | giveGlobalNumber () const |
void | setGlobalNumber (int num) |
Sets receiver globally unique number. More... | |
elementParallelMode | giveParallelMode () const |
Return elementParallelMode of receiver. More... | |
void | setParallelMode (elementParallelMode _mode) |
Sets parallel mode of element. More... | |
virtual elementParallelMode | giveKnotSpanParallelMode (int) const |
Returns the parallel mode for particular knot span of the receiver. More... | |
int | packUnknowns (DataStream &buff, TimeStep *tStep) |
Pack all necessary data of element (according to its parallel_mode) integration points into given communication buffer. More... | |
int | unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep) |
Unpack and updates all necessary data of element (according to its parallel_mode) integration points into given communication buffer. More... | |
int | estimatePackSize (DataStream &buff) |
Estimates the necessary pack size to hold all packed data of receiver. More... | |
const IntArray * | givePartitionList () const |
Returns partition list of receiver. More... | |
void | setPartitionList (IntArray &pl) |
Sets partition list of receiver. More... | |
virtual double | predictRelativeComputationalCost () |
Returns the weight representing relative computational cost of receiver The reference element is triangular plane stress element with linear approximation, single integration point and linear isotropic material. More... | |
virtual double | giveRelativeSelfComputationalCost () |
Returns the weight representing relative computational cost of receiver The reference element is triangular plane stress element. More... | |
virtual double | predictRelativeRedistributionCost () |
Returns the relative redistribution cost of the receiver. More... | |
IntArray * | giveBodyLoadArray () |
Returns array containing load numbers of loads acting on element. More... | |
IntArray * | giveBoundaryLoadArray () |
Returns array containing load numbers of boundary loads acting on element. 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... | |
void | giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
Returns the location array (array of code numbers) of receiver for given numbering scheme. More... | |
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) |
Returns the location array for the boundary of the element. More... | |
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 |
Returns i-th internal element dof manager of the receiver. More... | |
virtual double | giveCharacteristicValue (CharType type, TimeStep *tStep) |
Computes characteristic value of receiver of requested type in given time step. More... | |
virtual void | computeTangentFromSurfaceLoad (FloatMatrix &answer, SurfaceLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) |
Computes the tangent contribution of the given load at the given boundary. More... | |
virtual void | computeTangentFromEdgeLoad (FloatMatrix &answer, EdgeLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) |
Computes the tangent contribution of the given load at the given boundary. More... | |
const IntArray & | giveBodyLoadList () const |
Returns receiver list of bodyloads. More... | |
const IntArray & | giveBoundaryLoadList () const |
Returns receiver list of boundary loads. More... | |
void | computeVectorOf (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
Returns local vector of unknowns. More... | |
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) |
Boundary version of computeVectorOf. More... | |
void | computeVectorOf (PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
Returns local vector of unknowns. More... | |
void | computeVectorOfPrescribed (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
Returns local vector of prescribed unknowns. More... | |
void | computeVectorOfPrescribed (const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer) |
Returns local vector of prescribed unknowns. More... | |
virtual int | computeNumberOfGlobalDofs () |
Computes the total number of element's global dofs. More... | |
int | computeNumberOfPrimaryMasterDofs () |
Computes the total number of element's primary master DOFs. More... | |
virtual bool | computeGtoLRotationMatrix (FloatMatrix &answer) |
Returns transformation matrix from global c.s. More... | |
virtual bool | giveRotationMatrix (FloatMatrix &answer) |
Transformation matrices updates rotation matrix between element-local and primary DOFs, taking into account nodal c.s. More... | |
virtual bool | computeDofTransformationMatrix (FloatMatrix &answer, const IntArray &nodes, bool includeInternal) |
Returns transformation matrix for DOFs from global coordinate system to local coordinate system in nodes. More... | |
virtual void | giveInternalDofManDofIDMask (int inode, IntArray &answer) const |
Returns internal dofmanager dof mask for node. More... | |
virtual void | giveElementDofIDMask (IntArray &answer) const |
Returns element dof mask for node. More... | |
virtual double | computeVolumeAreaOrLength () |
Computes the volume, area or length of the element depending on its spatial dimension. More... | |
double | computeMeanSize () |
Computes the size of the element defined as its length. More... | |
virtual double | computeVolume () |
Computes the volume. More... | |
virtual double | computeArea () |
Computes the area (zero for all but 2d geometries). More... | |
virtual double | computeLength () |
Computes the length (zero for all but 1D geometries) More... | |
virtual void | giveBoundaryEdgeNodes (IntArray &bNodes, int boundary) |
Returns list of receiver boundary nodes for given edge. More... | |
virtual void | giveBoundarySurfaceNodes (IntArray &bNodes, int boundary) |
Returns list of receiver boundary nodes for given surface. More... | |
virtual IntegrationRule * | giveBoundaryEdgeIntegrationRule (int order, int boundary) |
Returns boundary edge integration rule. More... | |
virtual IntegrationRule * | giveBoundarySurfaceIntegrationRule (int order, int boundary) |
Returns boundary surface integration rule. More... | |
int | giveDofManagerNumber (int i) const |
Translates local to global indices for dof managers. More... | |
const IntArray & | giveDofManArray () const |
void | addDofManager (DofManager *dMan) |
DofManager * | giveDofManager (int i) const |
Node * | giveNode (int i) const |
Returns reference to the i-th node of element. More... | |
virtual ElementSide * | giveSide (int i) const |
Returns reference to the i-th side of element. More... | |
virtual FEInterpolation * | giveInterpolation (DofIDItem id) const |
Returns the interpolation for the specific dof id. More... | |
virtual Material * | giveMaterial () |
int | giveMaterialNumber () const |
CrossSection * | giveCrossSection () |
void | setMaterial (int matIndx) |
Sets the material of receiver. More... | |
virtual void | setCrossSection (int csIndx) |
Sets the cross section model of receiver. More... | |
virtual int | giveNumberOfDofManagers () const |
virtual int | giveNumberOfNodes () const |
Returns number of nodes of receiver. More... | |
void | setDofManagers (const IntArray &dmans) |
Sets receiver dofManagers. More... | |
void | setBodyLoads (const IntArray &bodyLoads) |
Sets receiver bodyLoadArray. More... | |
void | setIntegrationRules (std::vector< std::unique_ptr< IntegrationRule > > irlist) |
Sets integration rules. More... | |
virtual integrationDomain | giveIntegrationDomain () const |
Returns integration domain for receiver, used to initialize integration point over receiver volume. More... | |
virtual int | giveIntegrationRuleLocalCodeNumbers (IntArray &answer, IntegrationRule &ie) |
Assembles the code numbers of given integration element (sub-patch) This is done by obtaining list of nonzero shape functions and by collecting the code numbers of nodes corresponding to these shape functions. More... | |
int | giveRegionNumber () |
virtual void | postInitialize () |
Performs post initialization steps. More... | |
virtual void | initializeYourself (TimeStep *timeStepWhenICApply) |
Initialization according to state given by initial conditions. More... | |
virtual bool | isActivated (TimeStep *tStep) |
virtual bool | isCast (TimeStep *tStep) |
virtual void | initForNewStep () |
Initializes receivers state to new time step. More... | |
virtual Element_Geometry_Type | giveGeometryType () const |
Returns the element geometry type. More... | |
virtual int | giveSpatialDimension () |
Returns the element spatial dimension (1, 2, or 3). More... | |
virtual int | giveNumberOfBoundarySides () |
virtual int | giveDefaultIntegrationRule () const |
Returns id of default integration rule. More... | |
virtual IntegrationRule * | giveDefaultIntegrationRulePtr () |
Access method for default integration rule. More... | |
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) |
Default implementation returns length of element projection into specified direction. More... | |
double | giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane) |
Returns the size of element in the given direction if the direction is in the XY plane, otherwise gives the mean size defined as the square root of the element area. More... | |
double | giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane) |
Returns the size of an axisymmetric element in the given direction if the direction is in the XY plane, otherwise gives the mean distance vrom the symmetry axis multiplied by pi. More... | |
virtual double | giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method) |
Returns characteristic element size for a given integration point and given direction. More... | |
virtual double | giveParentElSize () const |
Returns the size (length, area or volume depending on element type) of the parent element. More... | |
virtual int | computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) |
Computes the global coordinates from given element's local coordinates. More... | |
virtual bool | computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords) |
Computes the element local coordinates from given global coordinates. More... | |
virtual int | giveLocalCoordinateSystem (FloatMatrix &answer) |
Returns local coordinate system of receiver Required by material models with ortho- and anisotrophy. More... | |
virtual void | computeMidPlaneNormal (FloatArray &answer, const GaussPoint *gp) |
Computes mid-plane normal of receiver at integration point. More... | |
virtual int | adaptiveMap (Domain *oldd, TimeStep *tStep) |
Initializes the internal state variables stored in all IPs according to state in given domain. More... | |
virtual int | mapStateVariables (Domain &iOldDom, const TimeStep &iTStep) |
Maps the internal state variables stored in all IPs from the old domain to the new domain. More... | |
virtual int | adaptiveFinish (TimeStep *tStep) |
Finishes the mapping for given time step. More... | |
virtual void | updateLocalNumbering (EntityRenumberingFunctor &f) |
Local renumbering support. More... | |
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. More... | |
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. 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 | printYourself () |
Prints receiver state on stdout. Useful for debugging. More... | |
std::string | errorInfo (const char *func) const |
Returns string for prepending output (used by error reporting macros). More... | |
Public Member Functions inherited from oofem::ZZNodalRecoveryModelInterface | |
ZZNodalRecoveryModelInterface (Element *element) | |
Constructor. More... | |
virtual bool | ZZNodalRecoveryMI_computeNValProduct (FloatMatrix &answer, InternalStateType type, TimeStep *tStep) |
Computes the element contribution to , where is quantity to be recovered (for example stress or strain vector). More... | |
virtual void | ZZNodalRecoveryMI_computeNNMatrix (FloatArray &answer, InternalStateType type) |
Computes the element contribution to term. More... | |
Public Member Functions inherited from oofem::Interface | |
Interface () | |
Constructor. More... | |
virtual | ~Interface () |
Public Member Functions inherited from oofem::SPRNodalRecoveryModelInterface | |
SPRNodalRecoveryModelInterface () | |
Constructor. More... | |
Public Member Functions inherited from oofem::NodalAveragingRecoveryModelInterface | |
NodalAveragingRecoveryModelInterface () | |
Constructor. More... | |
Public Member Functions inherited from oofem::SpatialLocalizerInterface | |
SpatialLocalizerInterface (Element *element) | |
virtual int | SpatialLocalizerI_containsPoint (const FloatArray &coords) |
Checks if element contains specified coordinate. More... | |
int | SpatialLocalizerI_BBoxContainsPoint (const FloatArray &coords) |
Creates a bounding box of the nodes and checks if it includes the given coordinate. More... | |
virtual void | SpatialLocalizerI_giveBBox (FloatArray &bb0, FloatArray &bb1) |
Creates a bounding box of the nodes and checks if it includes the given coordinate. More... | |
virtual double | SpatialLocalizerI_giveClosestPoint (FloatArray &lcoords, FloatArray &closest, const FloatArray &gcoords) |
Gives the closest point on the element. More... | |
Public Member Functions inherited from oofem::HuertaErrorEstimatorInterface | |
HuertaErrorEstimatorInterface () | |
Constructor. More... | |
Protected Attributes | |
IntArray | microMasterNodes |
Array containing the node mapping from microscale (which microMasterNodes corresponds to which macroNode) More... | |
IntArray | microBoundaryNodes |
IntArray | microDOFs |
bool | firstCall |
MicroMaterial * | microMaterial |
Domain * | microDomain |
EngngModel * | microEngngModel |
int | iteration |
Information of iteration number. More... | |
IntArray | microBoundaryDofManager |
Stores node number on the boundary in the triplets. More... | |
FloatMatrix | stiffMatrix |
int | stiffMatrxFileNoneReadingWriting |
Process with external file for the storage of stiffness matrix 0-None, 1-read, 2-write. More... | |
FloatArray | internalMacroForcesVector |
Array containg the force vector from nodes (if condensation is skipped, use this vector). More... | |
TimeStep * | lastStiffMatrixTimeStep |
Last time step when stiffness matrix was assembled. More... | |
Protected Attributes inherited from oofem::Structural3DElement | |
bool | matRotation |
Protected Attributes inherited from oofem::NLStructuralElement | |
int | nlGeometry |
Flag indicating if geometrical nonlinearities apply. More... | |
Protected Attributes inherited from oofem::StructuralElement | |
std::unique_ptr< FloatArray > | initialDisplacements |
Initial displacement vector, describes the initial nodal displacements when element has been casted. More... | |
Protected Attributes inherited from oofem::Element | |
int | numberOfDofMans |
Number of dofmanagers. More... | |
IntArray | dofManArray |
Array containing dofmanager numbers. More... | |
int | material |
Number of associated material. More... | |
int | crossSection |
Number of associated cross section. More... | |
IntArray | bodyLoadArray |
Array containing indexes of loads (body loads and boundary loads are kept separately), that apply on receiver. More... | |
IntArray | boundaryLoadArray |
std::vector< std::unique_ptr< IntegrationRule > > | integrationRulesArray |
List of integration rules of receiver (each integration rule contains associated integration points also). More... | |
FloatMatrix | elemLocalCS |
Transformation material matrix, used in orthotropic and anisotropic materials, global->local transformation. More... | |
int | activityTimeFunction |
Element activity time function. If defined, nonzero value indicates active receiver, zero value inactive element. More... | |
int | globalNumber |
In parallel mode, globalNumber contains globally unique DoFManager number. More... | |
int | numberOfGaussPoints |
Number of integration points as specified by nip. More... | |
elementParallelMode | parallel_mode |
Determines the parallel mode of the element. More... | |
IntArray | partitions |
List of partition sharing the shared element or remote partition containing remote element counterpart. 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 Types inherited from oofem::HuertaErrorEstimatorInterface | |
enum | SetupMode { CountMode = 0, NodeMode = 1, ElemMode = 2, BCMode = 3 } |
Mode for problem setup. More... | |
Protected Member Functions inherited from oofem::LSpace | |
virtual int | giveNumberOfIPForMassMtrxIntegration () |
Return desired number of integration points for consistent mass matrix computation, if required. More... | |
virtual IntegrationRule * | GetSurfaceIntegrationRule (int iSurf) |
virtual int | computeLoadLSToLRotationMatrix (FloatMatrix &answer, int iSurf, GaussPoint *gp) |
Returns transformation matrix from local surface c.s to element local coordinate system of load vector components. More... | |
Protected Member Functions inherited from oofem::Structural3DElement | |
virtual void | computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int lowerIndx=1, int upperIndx=ALL_STRAINS) |
Computes the geometrical matrix of receiver in given integration point. More... | |
virtual void | computeBHmatrixAt (GaussPoint *gp, FloatMatrix &answer) |
Computes a matrix which, multiplied by the column matrix of nodal displacements, gives the displacement gradient stored by columns. More... | |
virtual void | computeGaussPoints () |
Initializes the array of integration rules member variable. More... | |
virtual void | giveEdgeDofMapping (IntArray &answer, int iEdge) const |
Assembles edge dof mapping mask, which provides mapping between edge local DOFs and "global" element DOFs. More... | |
virtual double | computeEdgeVolumeAround (GaussPoint *gp, int iEdge) |
Computes volume related to integration point on local edge. More... | |
virtual int | computeLoadLEToLRotationMatrix (FloatMatrix &answer, int iEdge, GaussPoint *gp) |
Returns transformation matrix from local edge c.s to element local coordinate system of load vector components. More... | |
virtual void | computeSurfaceNMatrixAt (FloatMatrix &answer, int iSurf, GaussPoint *gp) |
virtual void | giveSurfaceDofMapping (IntArray &answer, int) const |
Assembles surface dof mapping mask, which provides mapping between surface local DOFs and "global" element DOFs. More... | |
virtual double | computeSurfaceVolumeAround (GaussPoint *gp, int) |
Computes volume related to integration point on local surface. More... | |
Protected Member Functions inherited from oofem::NLStructuralElement | |
virtual int | checkConsistency () |
Performs consistency check. More... | |
Protected Member Functions inherited from oofem::StructuralElement | |
virtual void | computeBodyLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode) |
Computes the load vector due to body load acting on receiver, at given time step. More... | |
void | condense (FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what) |
General service for condensation of stiffness and optionally load vector and mass or initial stress matrices of receiver. More... | |
virtual void | setupIRForMassMtrxIntegration (IntegrationRule &iRule) |
Setup Integration Rule Gauss Points for Mass Matrix integration. More... | |
virtual void | computePointLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode, bool global=true) |
Computes point load vector contribution of receiver for given load (should has BoundaryLoad Base). More... | |
virtual int | computeLoadGToLRotationMtrx (FloatMatrix &answer) |
Returns transformation matrix from global coordinate system to local element coordinate system for element load vector components. More... | |
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 |
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 59 of file macrolspace.h.
oofem::MacroLSpace::MacroLSpace | ( | int | n, |
Domain * | d | ||
) |
Definition at line 50 of file macrolspace.C.
References oofem::IntArray::clear(), firstCall, iteration, lastStiffMatrixTimeStep, microBoundaryNodes, microDomain, microEngngModel, microMasterNodes, and microMaterial.
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Definition at line 62 of file macrolspace.C.
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Related to setting the boundary conditions of micro problem.
Definition at line 155 of file macrolspace.C.
References _IFT_BoundaryCondition_PrescribedValue, _IFT_ConstantFunction_f, _IFT_GeneralBoundaryCondition_timeFunct, oofem::IntArray::at(), oofem::FloatArray::at(), oofem::classFactory, oofem::Domain::clearBoundaryConditions(), oofem::IntArray::contains(), oofem::ClassFactory::createBoundaryCondition(), oofem::ClassFactory::createFunction(), evalInterpolation(), oofem::Domain::giveDofManagers(), oofem::DofManager::giveDofWithID(), oofem::Element::giveNode(), oofem::Domain::giveNumberOfFunctions(), oofem::Element::giveNumberOfNodes(), oofem::IntArray::giveSize(), oofem::Dof::giveUnknown(), oofem::FEMComponent::initializeFrom(), oofem::GeneralBoundaryCondition::initializeFrom(), microBoundaryDofManager, microBoundaryNodes, microDomain, oofem::MicroMaterial::microMasterCoords, microMaterial, OOFEM_ERROR, oofem::Domain::resizeBoundaryConditions(), oofem::Domain::resizeFunctions(), oofem::Domain::setBoundaryCondition(), oofem::DynamicInputRecord::setField(), oofem::Domain::setFunction(), and oofem::DynamicInputRecord::setRecordKeywordField().
Referenced by computeField(), and 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::StructuralElement.
Definition at line 72 of file macrolspace.h.
References changeMicroBoundaryConditions(), evalInterpolation(), giveInternalForcesVector(), OOFEM_ERROR, and updateYourself().
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Computes the stiffness matrix of receiver.
The response is evaluated using , where is the B-matrix which produces the displacement gradient vector when multiplied with the solution vector a. Reduced integration are taken into account.
answer | Computed stiffness matrix. |
rMode | Response mode. |
tStep | Time step. |
Reimplemented from oofem::NLStructuralElement.
Definition at line 102 of file macrolspace.C.
References oofem::__MatResponseModeToString(), oofem::EngngModel::checkProblemConsistency(), firstCall, oofem::EngngModel::giveCurrentMetaStep(), oofem::EngngModel::giveCurrentStep(), oofem::FEMComponent::giveDomain(), oofem::EngngModel::giveDomain(), oofem::Domain::giveEngngModel(), oofem::TimeStep::giveIntrinsicTime(), oofem::MicroMaterial::giveMacroStiffnessMatrix(), oofem::Element::giveMaterial(), oofem::TimeStep::giveNumber(), oofem::TimeStep::giveTargetTime(), oofem::MicroMaterial::init(), oofem::EngngModel::initMetaStepAttributes(), oofem::Element::isActivated(), lastStiffMatrixTimeStep, microBoundaryNodes, microDomain, microEngngModel, microMasterNodes, microMaterial, oofem::MicroMaterial::microMatIsUsed, oofem::microScale, OOFEM_ERROR, OOFEM_LOG_INFO, oofem::MicroMaterial::problemMicro, oofem::TimeStep::setIntrinsicTime(), oofem::MicroMaterial::setMacroProperties(), oofem::EngngModel::setProblemScale(), oofem::TimeStep::setTargetTime(), oofem::TimeStep::setTimeIncrement(), and stiffMatrix.
Referenced by giveClassName().
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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 279 of file macrolspace.C.
References oofem::FEI3dHexaLin::evalN(), oofem::FEI3dHexaLin::global2local(), and oofem::LSpace::interpolation.
Referenced by changeMicroBoundaryConditions(), computeField(), giveInternalForcesVector(), and oofem::MicroMaterial::giveMacroStiffnessMatrix().
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Reimplemented from oofem::LSpace.
Definition at line 66 of file macrolspace.h.
References computeStiffnessMatrix(), and initializeFrom().
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Reimplemented from oofem::LSpace.
Definition at line 65 of file macrolspace.h.
References _IFT_MacroLSpace_Name.
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Evaluates nodal representation of real internal forces.
Necessary transformations are taken into account.
answer | Equivalent nodal forces vector. |
tStep | Time step |
useUpdatedGpRecord | If equal to zero, the stresses in integration points are computed (slow but safe). |
Reimplemented from oofem::NLStructuralElement.
Definition at line 225 of file macrolspace.C.
References oofem::IntArray::at(), oofem::FloatArray::at(), changeMicroBoundaryConditions(), oofem::StructuralEngngModel::computeReaction(), evalInterpolation(), oofem::DofManager::giveCoordinates(), oofem::EngngModel::giveCurrentStep(), oofem::Domain::giveDofManager(), oofem::TimeStep::giveIntrinsicTime(), oofem::TimeStep::giveNumber(), oofem::DofManager::giveNumberOfDofs(), oofem::IntArray::giveSize(), oofem::TimeStep::giveTargetTime(), internalMacroForcesVector, iteration, microBoundaryDofManager, microDomain, microEngngModel, oofem::MicroMaterial::microMasterCoords, microMaterial, OOFEM_LOG_INFO, oofem::MicroMaterial::problemMicro, oofem::FloatArray::resize(), oofem::TimeStep::setIntrinsicTime(), oofem::TimeStep::setTargetTime(), oofem::TimeStep::setTimeIncrement(), oofem::EngngModel::solveYourselfAt(), oofem::EngngModel::updateYourself(), and oofem::FloatArray::zero().
Referenced by computeField().
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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::LSpace.
Definition at line 65 of file macrolspace.C.
References _IFT_MacroLspace_microBoundaryNodes, _IFT_MacroLspace_microMasterNodes, _IFT_MacroLspace_stiffMatrxFileName, oofem::IntArray::giveSize(), oofem::InputRecord::hasField(), oofem::LSpace::initializeFrom(), IR_GIVE_FIELD, IR_GIVE_OPTIONAL_FIELD, oofem::IRRT_BAD_FORMAT, microBoundaryDofManager, microBoundaryNodes, microMasterNodes, OOFEM_ERROR, OOFEM_WARNING, oofem::IntArray::resize(), and stiffMatrxFileNoneReadingWriting.
Referenced by giveClassName().
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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::StructuralElement.
Definition at line 291 of file macrolspace.C.
References oofem::EngngModel::giveCurrentStep(), oofem::EngngModel::giveNextStep(), oofem::Element::integrationRulesArray, iteration, microEngngModel, OOFEM_LOG_INFO, and oofem::EngngModel::terminate().
Referenced by computeField().
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Definition at line 95 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 107 of file macrolspace.h.
Referenced by giveInternalForcesVector().
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Information of iteration number.
Definition at line 100 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 109 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 102 of file macrolspace.h.
Referenced by changeMicroBoundaryConditions(), giveInternalForcesVector(), and initializeFrom().
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Definition at line 93 of file macrolspace.h.
Referenced by changeMicroBoundaryConditions(), computeStiffnessMatrix(), initializeFrom(), and MacroLSpace().
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Definition at line 94 of file macrolspace.h.
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Definition at line 97 of file macrolspace.h.
Referenced by changeMicroBoundaryConditions(), computeStiffnessMatrix(), giveInternalForcesVector(), and MacroLSpace().
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Definition at line 98 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 92 of file macrolspace.h.
Referenced by computeStiffnessMatrix(), initializeFrom(), and MacroLSpace().
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Definition at line 96 of file macrolspace.h.
Referenced by changeMicroBoundaryConditions(), computeStiffnessMatrix(), giveInternalForcesVector(), and MacroLSpace().
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Definition at line 103 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 105 of file macrolspace.h.
Referenced by initializeFrom().