ITK  4.13.0
Insight Segmentation and Registration Toolkit
itk::fem::Element2DC0LinearQuadrilateralStress Member List

This is the complete list of members for itk::fem::Element2DC0LinearQuadrilateralStress, including all inherited members.

ArrayType typedefitk::fem::Element
ArrayType1 typedefitk::fem::Element
Baseclass typedefitk::fem::FEMLightObject
BreakOnError()itk::LightObjectstatic
ConstPointer typedefitk::fem::Element2DC0LinearQuadrilateralStress
CreateAnother(void) const overrideitk::fem::Element2DC0LinearQuadrilateralStressvirtual
DefaultIntegrationOrder enum valueitk::fem::Element2DC0LinearQuadrilateral
DegreeOfFreedomIDType typedefitk::fem::ElementStd< 4, 2 >
Delete()itk::LightObjectvirtual
Determinant2x2(const VectorType &c1, const VectorType &c2) const itk::fem::Element2DC0LinearQuadrilateral
Element2DC0LinearQuadrilateralStress()itk::fem::Element2DC0LinearQuadrilateralStress
Element2DC0LinearQuadrilateralStress(NodeIDType n1_, NodeIDType n2_, NodeIDType n3_, NodeIDType n4_, Material::ConstPointer p_)itk::fem::Element2DC0LinearQuadrilateralStress
Element2DStress()itk::fem::Element2DStress< Element2DC0LinearQuadrilateral >
ElementIdentifier typedefitk::fem::Element
ElementStd()itk::fem::ElementStd< 4, 2 >
FEMLightObject()itk::fem::FEMLightObjectinlineprotected
FEMLightObject(const FEMLightObject &o)itk::fem::FEMLightObjectinlineprotected
Float typedefitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >
gaussMaxOrderitk::fem::Elementstatic
gaussPointitk::fem::Elementstatic
gaussWeightitk::fem::Elementstatic
GetDegreeOfFreedom(unsigned int local_dof) const itk::fem::Elementinline
GetEdgeIds(void) const itk::fem::Elementvirtual
GetElementDeformationEnergy(MatrixType &LocalSolution) const itk::fem::Elementvirtual
GetGlobalFromLocalCoordinates(const VectorType &pt) const itk::fem::Elementvirtual
GetGlobalNumber() const itk::fem::FEMLightObject
GetIntegrationPointAndWeight(unsigned int i, VectorType &pt, Float &w, unsigned int order) const overrideitk::fem::Element2DC0LinearQuadrilateralvirtual
GetLandmarkContributionMatrix(float eta, MatrixType &Le) const itk::fem::Elementvirtual
GetLocalFromGlobalCoordinates(const VectorType &globalPt, VectorType &localPt) const overrideitk::fem::Element2DC0LinearQuadrilateralvirtual
GetMassMatrix(MatrixType &Me) const overrideitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >virtual
GetMaterial(void) const overrideitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >inlinevirtual
GetMaterialMatrix(MatrixType &D) const overrideitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >virtual
GetNameOfClass() const itk::fem::Element2DC0LinearQuadrilateralStressvirtual
GetNode(unsigned int n) const overrideitk::fem::ElementStd< 4, 2 >inlinevirtual
GetNodeCoordinates(unsigned int n) const overrideitk::fem::ElementStd< 4, 2 >inlinevirtual
GetNumberOfDegreesOfFreedom(void) const itk::fem::Elementvirtual
GetNumberOfDegreesOfFreedomPerNode(void) const overrideitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >inlinevirtual
GetNumberOfIntegrationPoints(unsigned int order) const overrideitk::fem::Element2DC0LinearQuadrilateralvirtual
GetNumberOfNodes(void) const overrideitk::fem::ElementStd< 4, 2 >inlinevirtual
GetNumberOfSpatialDimensions() const overrideitk::fem::ElementStd< 4, 2 >inlinevirtual
GetReferenceCount() const itk::LightObjectinlinevirtual
GetStiffnessMatrix(MatrixType &Ke) const itk::fem::Elementvirtual
GetStrainDisplacementMatrix(MatrixType &B, const MatrixType &shapeDgl) const overrideitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >virtual
GetStrainsAtPoint(const VectorType &pt, const Solution &sol, unsigned int index) const itk::fem::Elementvirtual
GetStressesAtPoint(const VectorType &pt, const VectorType &e, const Solution &sol, unsigned int index) const itk::fem::Elementvirtual
InternalClone() const itk::LightObjectprotectedvirtual
InterpolateSolution(const VectorType &pt, const Solution &sol, unsigned int solutionIndex=0) const itk::fem::Elementvirtual
InterpolateSolutionN(const VectorType &pt, const Solution &sol, unsigned int f, unsigned int solutionIndex=0) const itk::fem::Elementvirtual
InterpolationDerivs(const VectorType &pcoords, VectorType &derivs) const itk::fem::Element2DC0LinearQuadrilateral
InterpolationFunctions(const VectorType &pcoords, VectorType &sf) const itk::fem::Element2DC0LinearQuadrilateral
InvalidDegreeOfFreedomID enum valueitk::fem::ElementStd< 4, 2 >
itkCloneMacro(Self)itk::LightObject
Jacobian(const VectorType &pt, MatrixType &J, const MatrixType *pshapeD=nullptr) const itk::fem::Elementvirtual
JacobianDeterminant(const VectorType &pt, const MatrixType *pJ=nullptr) const itk::fem::Elementvirtual
JacobianInverse(const VectorType &pt, MatrixType &invJ, const MatrixType *pJ=nullptr) const itk::fem::Elementvirtual
LightObject()itk::LightObjectprotected
LoadPointer typedefitk::fem::ElementStd< 4, 2 >
LoadType typedefitk::fem::ElementStd< 4, 2 >
m_EdgeIdsitk::fem::Elementprotected
m_GlobalNumberitk::fem::FEMLightObjectprotected
m_matitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >protected
m_nodeitk::fem::ElementStd< 4, 2 >protected
m_ReferenceCountitk::LightObjectmutableprotected
MatrixType typedefitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >
New()itk::fem::Element2DC0LinearQuadrilateralStressstatic
Node typedefitk::fem::ElementStd< 4, 2 >
NodeIDType typedefitk::fem::ElementStd< 4, 2 >
NumberOfNodes enum valueitk::fem::ElementStd< 4, 2 >
NumberOfSpatialDimensions enum valueitk::fem::ElementStd< 4, 2 >
Pointer typedefitk::fem::Element2DC0LinearQuadrilateralStress
PopulateEdgeIds(void) overrideitk::fem::Element2DC0LinearQuadrilateralprotectedvirtual
Print(std::ostream &os, Indent indent=0) const itk::LightObject
PrintHeader(std::ostream &os, Indent indent) const itk::LightObjectprotectedvirtual
PrintSelf(std::ostream &os, Indent indent) const overrideitk::fem::Element2DC0LinearQuadrilateralStressprotectedvirtual
PrintTrailer(std::ostream &os, Indent indent) const itk::LightObjectprotectedvirtual
Register() const itk::LightObjectvirtual
Self typedefitk::fem::Element2DC0LinearQuadrilateralStress
SetGlobalNumber(int)itk::fem::FEMLightObject
SetMaterial(Material::ConstPointer mat_) overrideitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >inlinevirtual
SetMaterial(Material::Pointer mat_)itk::fem::Element2DStress< Element2DC0LinearQuadrilateral >inlinevirtual
SetMaterialInternal(const Material *mat_)itk::fem::Element2DStress< Element2DC0LinearQuadrilateral >inlineprotectedvirtual
SetNode(unsigned int n, NodeIDType node) overrideitk::fem::ElementStd< 4, 2 >inlinevirtual
SetNode(unsigned int n, typename Superclass::Node::Pointer node) overrideitk::fem::ElementStd< 4, 2 >inlinevirtual
SetNodeInternal(unsigned int n, const Node *node)itk::fem::ElementStd< 4, 2 >inlineprotectedvirtual
SetReferenceCount(int)itk::LightObjectvirtual
ShapeFunctionDerivatives(const VectorType &pt, MatrixType &shapeD) const overrideitk::fem::Element2DC0LinearQuadrilateralvirtual
ShapeFunctionGlobalDerivatives(const VectorType &pt, MatrixType &shapeDgl, const MatrixType *pJ=nullptr, const MatrixType *pshapeD=nullptr) const itk::fem::Elementvirtual
ShapeFunctions(const VectorType &pt) const overrideitk::fem::Element2DC0LinearQuadrilateralvirtual
Superclass typedefitk::fem::Element2DC0LinearQuadrilateralStress
TemplatedParentClass typedefitk::fem::Element2DC0LinearQuadrilateral
UnRegister() const noexceptitk::LightObjectvirtual
VectorType typedefitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >
~FEMLightObject() overrideitk::fem::FEMLightObjectinlineprotectedvirtual
~LightObject()itk::LightObjectprotectedvirtual