, including all inherited members.
| A() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| AbsEqua() | AbsEqua< T_ > | |
| AbsEqua(class Mesh &mesh) | AbsEqua< T_ > | |
| b() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| BodyRHS(UserData< double > &ud) | Elas2DT3 | |
| BodyRHS(const Vect< double > &f, int opt=LOCAL_ARRAY) | Elas2DT3 | |
| BoundaryRHS(UserData< double > &ud) | Elas2DT3 | |
| BoundaryRHS(Vect< double > &f) | Elas2DT3 | |
| buildEigen(SkSMatrix< double > &K, SkSMatrix< double > &M) | Equa_Solid< double, 3, 6, 2, 4 > | |
| buildEigen(SkSMatrix< double > &K, Vect< double > &M) | Equa_Solid< double, 3, 6, 2, 4 > | |
| ContactPressure(const Vect< double > &f, double penal, Point< double > &p) | Elas2DT3 | |
| Density(const double &rho) | Equa_Solid< double, 3, 6, 2, 4 > | [protected] |
| Density(const char *exp) | Equa_Solid< double, 3, 6, 2, 4 > | [protected] |
| Deviator(double coef=1.) | Elas2DT3 | [virtual] |
| DeviatorToRHS(double coef=1.) | Elas2DT3 | [virtual] |
| DiagBC(int dof_type=NODE_DOF, int dof=0) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Dilatation(double coef=1.) | Elas2DT3 | [virtual] |
| DilatationToRHS(double coef=1.) | Elas2DT3 | [virtual] |
| EA() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Eb() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Elas2DT3() | Elas2DT3 | |
| Elas2DT3(const Element *el) | Elas2DT3 | |
| Elas2DT3(const Side *sd) | Elas2DT3 | |
| Elas2DT3(const Element *el, const Vect< double > &u, double time=0.) | Elas2DT3 | |
| Elas2DT3(const Element *el, const Vect< double > &u, double time, double deltat, int scheme) | Elas2DT3 | |
| Elas2DT3(const Side *sd, const Vect< double > &u, double time=0.) | Elas2DT3 | |
| Elas2DT3(const Side *sd, const Vect< double > &u, double time, double deltat, int scheme) | Elas2DT3 | |
| ElementAssembly(Matrix< T_ > *A) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(SkSMatrix< T_ > &A) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(SkMatrix< T_ > &A) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(SpMatrix< T_ > &A) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(TrMatrix< T_ > &A) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(Vect< T_ > &v) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| ElementNodeCoordinates() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| ElementVector(const Vect< T_ > &b, int dof_type=NODE_FIELD, int flag=0) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Ep() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Equa_Solid() | Equa_Solid< double, 3, 6, 2, 4 > | |
| Equation() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Equation(class Mesh &mesh) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Equation(class Mesh &mesh, Vect< T_ > &b, double &t, double &ts) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Equation(const Element *el) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Equation(const Side *sd) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Equation(const Element *el, const Vect< T_ > &u, const double &time=0) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Equation(const Side *sd, const Vect< T_ > &u, const double &time=0) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| getEigenSolver() | AbsEqua< T_ > | |
| getEigenValue(int n) const | AbsEqua< T_ > | |
| getEigenVector(int n, Vect< double > &v) const | AbsEqua< T_ > | |
| getLinearSolver() | AbsEqua< T_ > | |
| getMesh() const | AbsEqua< T_ > | |
| getNbEq() const | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| getNbNodes() const | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Init(const Element *el) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | [protected] |
| Init(const Side *sd) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | [protected] |
| LMass(double coef=1.) | Elas2DT3 | [virtual] |
| LMassToLHS(double coef=1.) | Elas2DT3 | [virtual] |
| LMassToRHS(double coef=1.) | Elas2DT3 | [virtual] |
| LocalNodeVector(Vect< T_ > &b) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Mass(double coef=1.) | Elas2DT3 | [virtual] |
| MassToLHS(double coef=1.) | Elas2DT3 | [virtual] |
| MassToRHS(double coef=1.) | Elas2DT3 | [virtual] |
| Media(double E, double nu, double rho) | Elas2DT3 | |
| Periodic(double coef=1.e20) | Elas2DT3 | |
| PlaneStrain() | Elas2DT3 | |
| PlaneStrain(double E, double nu) | Elas2DT3 | |
| PlaneStress() | Elas2DT3 | |
| PlaneStress(double E, double nu) | Elas2DT3 | |
| Poisson(const double &nu) | Equa_Solid< double, 3, 6, 2, 4 > | [protected] |
| Poisson(const char *exp) | Equa_Solid< double, 3, 6, 2, 4 > | [protected] |
| Prev() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Reaction(Vect< double > &r) | Elas2DT3 | |
| sA() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| SA() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| sb() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| setDeviator() | Equa_Solid< double, 3, 6, 2, 4 > | |
| setDilatation() | Equa_Solid< double, 3, 6, 2, 4 > | |
| setInitialSolution(const Vect< T_ > &u) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| setLumpedMass() | Equa_Solid< double, 3, 6, 2, 4 > | |
| setMass() | Equa_Solid< double, 3, 6, 2, 4 > | |
| setMaterial() | Equa_Solid< double, 3, 6, 2, 4 > | [protected] |
| setMaterialProperty(const string &exp, const string &prop) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| setMesh(class Mesh &m) | AbsEqua< T_ > | |
| setSolver(int ls, int pc=IDENT_PREC) | AbsEqua< T_ > | |
| setStiffness() | Equa_Solid< double, 3, 6, 2, 4 > | |
| SideAssembly(Matrix< T_ > *A) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| SideAssembly(SkSMatrix< T_ > &A) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| SideAssembly(SkMatrix< T_ > &A) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| SideAssembly(SpMatrix< T_ > &A) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| SideAssembly(Vect< T_ > &v) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| SideNodeCoordinates() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| SideVector(const Vect< T_ > &b) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| SignoriniContact(UserData< double > &ud, double coef=1.e07) | Elas2DT3 | |
| SignoriniContact(Vect< double > &f, double coef=1.e07) | Elas2DT3 | |
| solveEigenProblem(int nb_eigv, bool g=false) | AbsEqua< T_ > | |
| Stiffness(double coef=1) | Equa_Solid< double, 3, 6, 2, 4 > | [virtual] |
| StiffnessToRHS(double coef=1) | Equa_Solid< double, 3, 6, 2, 4 > | [virtual] |
| Strain(Vect< double > &eps) | Elas2DT3 | |
| Stress(Vect< double > &s, double &vm) | Elas2DT3 | |
| updateBC(const Vect< T_ > &bc) | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | |
| Young(const double &E) | Equa_Solid< double, 3, 6, 2, 4 > | [protected] |
| Young(const char *exp) | Equa_Solid< double, 3, 6, 2, 4 > | [protected] |
| ~AbsEqua() | AbsEqua< T_ > | [virtual] |
| ~Elas2DT3() | Elas2DT3 | |
| ~Equa_Solid() | Equa_Solid< double, 3, 6, 2, 4 > | [virtual] |
| ~Equation() | Equation< T_, NEN_, NEE_, NSN_, NSE_ > | [virtual] |
