ITK  4.3.0
Insight Segmentation and Registration Toolkit
itk::fem::Element2DC0QuadraticTriangularStress Member List

This is the complete list of members for itk::fem::Element2DC0QuadraticTriangularStress, including all inherited members.

ArrayType typedefitk::fem::Element
ArrayType1 typedefitk::fem::Element
Baseclass typedefitk::fem::FEMLightObject
BreakOnError()itk::LightObjectstatic
ConstPointer typedefitk::fem::Element2DC0QuadraticTriangularStress
CreateAnother(void) const itk::fem::Element2DC0QuadraticTriangularStressvirtual
DefaultIntegrationOrder enum valueitk::fem::Element2DC0QuadraticTriangular
DegreeOfFreedomIDType typedefitk::fem::ElementStd< 6, 2 >
Delete()itk::LightObjectvirtual
Element2DC0QuadraticTriangularStress()itk::fem::Element2DC0QuadraticTriangularStress
Element2DC0QuadraticTriangularStress(NodeIDType n1_, NodeIDType n2_, NodeIDType n3_, NodeIDType n4_, NodeIDType n5_, NodeIDType n6_, Material::ConstPointer p_)itk::fem::Element2DC0QuadraticTriangularStress
Element2DStress()itk::fem::Element2DStress< Element2DC0QuadraticTriangular >
ElementIdentifier typedefitk::fem::Element
ElementStd()itk::fem::ElementStd< 6, 2 >
FEMLightObject()itk::fem::FEMLightObjectinlineprotected
FEMLightObject(const FEMLightObject &o)itk::fem::FEMLightObjectinlineprotected
Float typedefitk::fem::Element2DStress< Element2DC0QuadraticTriangular >
gaussMaxOrder enum valueitk::fem::Element
gaussPointitk::fem::Elementstatic
gaussWeightitk::fem::Elementstatic
GetDegreeOfFreedom(unsigned int local_dof) const itk::fem::Elementinline
GetEdgeIds(void) const itk::fem::Elementinlinevirtual
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 itk::fem::Element2DC0QuadraticTriangularvirtual
GetLandmarkContributionMatrix(float eta, MatrixType &Le) const itk::fem::Elementvirtual
GetLocalFromGlobalCoordinates(const VectorType &GlobalPt, VectorType &LocalPt) const itk::fem::Element2DC0QuadraticTriangularvirtual
GetMassMatrix(MatrixType &Me) constitk::fem::Element2DStress< Element2DC0QuadraticTriangular >virtual
GetMaterial(void) constitk::fem::Element2DStress< Element2DC0QuadraticTriangular >inlinevirtual
GetMaterialMatrix(MatrixType &D) constitk::fem::Element2DStress< Element2DC0QuadraticTriangular >virtual
GetNameOfClass() const itk::fem::Element2DC0QuadraticTriangularStressvirtual
GetNode(unsigned int n) constitk::fem::ElementStd< 6, 2 >inlinevirtual
GetNodeCoordinates(unsigned int n) constitk::fem::ElementStd< 6, 2 >inlinevirtual
GetNumberOfDegreesOfFreedom(void) const itk::fem::Elementinlinevirtual
GetNumberOfDegreesOfFreedomPerNode(void) constitk::fem::Element2DStress< Element2DC0QuadraticTriangular >inlinevirtual
GetNumberOfIntegrationPoints(unsigned int order) const itk::fem::Element2DC0QuadraticTriangularvirtual
GetNumberOfNodes(void) constitk::fem::ElementStd< 6, 2 >inlinevirtual
GetNumberOfSpatialDimensions() constitk::fem::ElementStd< 6, 2 >inlinevirtual
GetReferenceCount() const itk::LightObjectinlinevirtual
GetStiffnessMatrix(MatrixType &Ke) const itk::fem::Elementvirtual
GetStrainDisplacementMatrix(MatrixType &B, const MatrixType &shapeDgl) constitk::fem::Element2DStress< Element2DC0QuadraticTriangular >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
InternalReferenceCountType typedefitk::LightObjectprotected
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
InvalidDegreeOfFreedomID enum valueitk::fem::ElementStd< 6, 2 >
itkCloneMacro(Self)itk::LightObject
Jacobian(const VectorType &pt, MatrixType &J, const MatrixType *pshapeD=0) const itk::fem::Elementvirtual
JacobianDeterminant(const VectorType &pt, const MatrixType *pJ=0) const itk::fem::Element2DC0QuadraticTriangularvirtual
JacobianInverse(const VectorType &pt, MatrixType &invJ, const MatrixType *pJ=0) const itk::fem::Element2DC0QuadraticTriangularvirtual
LightObject()itk::LightObjectinlineprotected
LoadPointer typedefitk::fem::ElementStd< 6, 2 >
LoadType typedefitk::fem::ElementStd< 6, 2 >
m_EdgeIdsitk::fem::Elementprotected
m_GlobalNumberitk::fem::FEMLightObjectprotected
m_matitk::fem::Element2DStress< Element2DC0QuadraticTriangular >protected
m_nodeitk::fem::ElementStd< 6, 2 >protected
m_ReferenceCountitk::LightObjectmutableprotected
m_ReferenceCountLockitk::LightObjectmutableprotected
MatrixType typedefitk::fem::Element2DStress< Element2DC0QuadraticTriangular >
New()itk::fem::Element2DC0QuadraticTriangularStressstatic
Node typedefitk::fem::ElementStd< 6, 2 >
NodeIDType typedefitk::fem::ElementStd< 6, 2 >
NumberOfNodes enum valueitk::fem::ElementStd< 6, 2 >
NumberOfSpatialDimensions enum valueitk::fem::ElementStd< 6, 2 >
Pointer typedefitk::fem::Element2DC0QuadraticTriangularStress
PopulateEdgeIds(void)itk::fem::Element2DC0QuadraticTriangularprotectedvirtual
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 itk::fem::Element2DC0QuadraticTriangularStressprotectedvirtual
PrintTrailer(std::ostream &os, Indent indent) const itk::LightObjectprotectedvirtual
Register() const itk::LightObjectvirtual
Self typedefitk::fem::Element2DC0QuadraticTriangularStress
SetGlobalNumber(int)itk::fem::FEMLightObject
SetMaterial(Material::ConstPointer mat_)itk::fem::Element2DStress< Element2DC0QuadraticTriangular >inlinevirtual
SetMaterial(Material::Pointer mat_)itk::fem::Element2DStress< Element2DC0QuadraticTriangular >inlinevirtual
SetMaterialInternal(const Material *mat_)itk::fem::Element2DStress< Element2DC0QuadraticTriangular >inlineprotectedvirtual
SetNode(unsigned int n, NodeIDType node)itk::fem::ElementStd< 6, 2 >inlinevirtual
SetNode(unsigned int n, typename Superclass::Node::Pointer node)itk::fem::ElementStd< 6, 2 >inlinevirtual
SetNodeInternal(unsigned int n, const Node *node)itk::fem::ElementStd< 6, 2 >inlineprotectedvirtual
SetReferenceCount(int)itk::LightObjectvirtual
ShapeFunctionDerivatives(const VectorType &pt, MatrixType &shapeD) const itk::fem::Element2DC0QuadraticTriangularvirtual
ShapeFunctionGlobalDerivatives(const VectorType &pt, MatrixType &shapeDgl, const MatrixType *pJ=0, const MatrixType *pshapeD=0) const itk::fem::Elementvirtual
ShapeFunctions(const VectorType &pt) const itk::fem::Element2DC0QuadraticTriangularvirtual
Superclass typedefitk::fem::Element2DC0QuadraticTriangularStress
TemplatedParentClass typedefitk::fem::Element2DC0QuadraticTriangular
UnRegister() const itk::LightObjectvirtual
VectorType typedefitk::fem::Element2DStress< Element2DC0QuadraticTriangular >
~FEMLightObject()itk::fem::FEMLightObjectinlineprotectedvirtual
~LightObject()itk::LightObjectprotectedvirtual