| ArrayType typedef | itk::fem::Element | |
| ArrayType1 typedef | itk::fem::Element | |
| Baseclass typedef | itk::fem::FEMLightObject | |
| BreakOnError() | itk::LightObject | static |
| ConstPointer typedef | itk::fem::Element2DC0LinearQuadrilateralStrain | |
| CreateAnother(void) const | itk::fem::Element2DC0LinearQuadrilateralStrain | virtual |
| DefaultIntegrationOrder enum value | itk::fem::Element2DC0LinearQuadrilateral | |
| DegreeOfFreedomIDType typedef | itk::fem::ElementStd< 4, 2 > | |
| Delete() | itk::LightObject | virtual |
| Determinant2x2(const VectorType &c1, const VectorType &c2) const | itk::fem::Element2DC0LinearQuadrilateral | |
| Element2DC0LinearQuadrilateralStrain() | itk::fem::Element2DC0LinearQuadrilateralStrain | |
| Element2DC0LinearQuadrilateralStrain(NodeIDType n1_, NodeIDType n2_, NodeIDType n3_, NodeIDType n4_, Material::ConstPointer p_) | itk::fem::Element2DC0LinearQuadrilateralStrain | |
| Element2DStrain() | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | |
| ElementIdentifier typedef | itk::fem::Element | |
| ElementStd() | itk::fem::ElementStd< 4, 2 > | |
| FEMLightObject() | itk::fem::FEMLightObject | inlineprotected |
| FEMLightObject(const FEMLightObject &o) | itk::fem::FEMLightObject | inlineprotected |
| Float typedef | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | |
| gaussMaxOrder enum value | itk::fem::Element | |
| gaussPoint | itk::fem::Element | static |
| gaussWeight | itk::fem::Element | static |
| GetDegreeOfFreedom(unsigned int local_dof) const | itk::fem::Element | inline |
| GetEdgeIds(void) const | itk::fem::Element | inlinevirtual |
| GetElementDeformationEnergy(MatrixType &LocalSolution) const | itk::fem::Element | virtual |
| GetGlobalFromLocalCoordinates(const VectorType &pt) const | itk::fem::Element | virtual |
| GetGlobalNumber() const | itk::fem::FEMLightObject | |
| GetIntegrationPointAndWeight(unsigned int i, VectorType &pt, Float &w, unsigned int order) const | itk::fem::Element2DC0LinearQuadrilateral | virtual |
| GetLandmarkContributionMatrix(float eta, MatrixType &Le) const | itk::fem::Element | virtual |
| GetLocalFromGlobalCoordinates(const VectorType &globalPt, VectorType &localPt) const | itk::fem::Element2DC0LinearQuadrilateral | virtual |
| GetMassMatrix(MatrixType &Me) const | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | virtual |
| GetMaterial(void) const | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | inlinevirtual |
| GetMaterialMatrix(MatrixType &D) const | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | virtual |
| GetNameOfClass() const | itk::fem::Element2DC0LinearQuadrilateralStrain | virtual |
| GetNode(unsigned int n) const | itk::fem::ElementStd< 4, 2 > | inlinevirtual |
| GetNodeCoordinates(unsigned int n) const | itk::fem::ElementStd< 4, 2 > | inlinevirtual |
| GetNumberOfDegreesOfFreedom(void) const | itk::fem::Element | inlinevirtual |
| GetNumberOfDegreesOfFreedomPerNode(void) const | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | inlinevirtual |
| GetNumberOfIntegrationPoints(unsigned int order) const | itk::fem::Element2DC0LinearQuadrilateral | virtual |
| GetNumberOfNodes(void) const | itk::fem::ElementStd< 4, 2 > | inlinevirtual |
| GetNumberOfSpatialDimensions() const | itk::fem::ElementStd< 4, 2 > | inlinevirtual |
| GetReferenceCount() const | itk::LightObject | inlinevirtual |
| GetStiffnessMatrix(MatrixType &Ke) const | itk::fem::Element | virtual |
| GetStrainDisplacementMatrix(MatrixType &B, const MatrixType &shapeDgl) const | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | virtual |
| GetStrainsAtPoint(const VectorType &pt, const Solution &sol, unsigned int index) const | itk::fem::Element | virtual |
| GetStressesAtPoint(const VectorType &pt, const VectorType &e, const Solution &sol, unsigned int index) const | itk::fem::Element | virtual |
| InternalClone() const | itk::LightObject | protectedvirtual |
| InternalReferenceCountType typedef | itk::LightObject | protected |
| InterpolateSolution(const VectorType &pt, const Solution &sol, unsigned int solutionIndex=0) const | itk::fem::Element | virtual |
| InterpolateSolutionN(const VectorType &pt, const Solution &sol, unsigned int f, unsigned int solutionIndex=0) const | itk::fem::Element | virtual |
| InterpolationDerivs(const VectorType &pcoords, VectorType &derivs) const | itk::fem::Element2DC0LinearQuadrilateral | |
| InterpolationFunctions(const VectorType &pcoords, VectorType &sf) const | itk::fem::Element2DC0LinearQuadrilateral | |
| InvalidDegreeOfFreedomID enum value | itk::fem::ElementStd< 4, 2 > | |
| itkCloneMacro(Self) | itk::LightObject | |
| Jacobian(const VectorType &pt, MatrixType &J, const MatrixType *pshapeD=0) const | itk::fem::Element | virtual |
| JacobianDeterminant(const VectorType &pt, const MatrixType *pJ=0) const | itk::fem::Element | virtual |
| JacobianInverse(const VectorType &pt, MatrixType &invJ, const MatrixType *pJ=0) const | itk::fem::Element | virtual |
| LightObject() | itk::LightObject | inlineprotected |
| LoadPointer typedef | itk::fem::ElementStd< 4, 2 > | |
| LoadType typedef | itk::fem::ElementStd< 4, 2 > | |
| m_EdgeIds | itk::fem::Element | protected |
| m_GlobalNumber | itk::fem::FEMLightObject | protected |
| m_mat | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | protected |
| m_node | itk::fem::ElementStd< 4, 2 > | protected |
| m_ReferenceCount | itk::LightObject | mutableprotected |
| m_ReferenceCountLock | itk::LightObject | mutableprotected |
| MatrixType typedef | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | |
| New() | itk::fem::Element2DC0LinearQuadrilateralStrain | static |
| Node typedef | itk::fem::ElementStd< 4, 2 > | |
| NodeIDType typedef | itk::fem::ElementStd< 4, 2 > | |
| NumberOfNodes enum value | itk::fem::ElementStd< 4, 2 > | |
| NumberOfSpatialDimensions enum value | itk::fem::ElementStd< 4, 2 > | |
| Pointer typedef | itk::fem::Element2DC0LinearQuadrilateralStrain | |
| PopulateEdgeIds(void) | itk::fem::Element2DC0LinearQuadrilateral | protectedvirtual |
| Print(std::ostream &os, Indent indent=0) const | itk::LightObject | |
| PrintHeader(std::ostream &os, Indent indent) const | itk::LightObject | protectedvirtual |
| PrintSelf(std::ostream &os, Indent indent) const | itk::fem::Element2DC0LinearQuadrilateralStrain | protectedvirtual |
| PrintTrailer(std::ostream &os, Indent indent) const | itk::LightObject | protectedvirtual |
| Register() const | itk::LightObject | virtual |
| Self typedef | itk::fem::Element2DC0LinearQuadrilateralStrain | |
| SetGlobalNumber(int) | itk::fem::FEMLightObject | |
| SetMaterial(Material::ConstPointer mat_) | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | inlinevirtual |
| SetNode(unsigned int n, NodeIDType node) | itk::fem::ElementStd< 4, 2 > | inlinevirtual |
| SetNode(unsigned int n, typename Superclass::Node::Pointer node) | itk::fem::ElementStd< 4, 2 > | inlinevirtual |
| SetNodeInternal(unsigned int n, const Node *node) | itk::fem::ElementStd< 4, 2 > | inlineprotectedvirtual |
| SetReferenceCount(int) | itk::LightObject | virtual |
| ShapeFunctionDerivatives(const VectorType &pt, MatrixType &shapeD) const | itk::fem::Element2DC0LinearQuadrilateral | virtual |
| ShapeFunctionGlobalDerivatives(const VectorType &pt, MatrixType &shapeDgl, const MatrixType *pJ=0, const MatrixType *pshapeD=0) const | itk::fem::Element | virtual |
| ShapeFunctions(const VectorType &pt) const | itk::fem::Element2DC0LinearQuadrilateral | virtual |
| Superclass typedef | itk::fem::Element2DC0LinearQuadrilateralStrain | |
| TemplatedParentClass typedef | itk::fem::Element2DC0LinearQuadrilateral | |
| UnRegister() const | itk::LightObject | virtual |
| VectorType typedef | itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral > | |
| ~FEMLightObject() | itk::fem::FEMLightObject | inlineprotectedvirtual |
| ~LightObject() | itk::LightObject | protectedvirtual |
1.8.2