, including all inherited members.
| A() | Equation | |
| AbsEqua() | AbsEqua | |
| AbsEqua(class Mesh &mesh) | AbsEqua | |
| AxialForce() const | Beam3DL2 | |
| b() | Equation | |
| Beam3DL2() | Beam3DL2 | |
| Beam3DL2(Element *el, double A, double I1, double I2) | Beam3DL2 | |
| Beam3DL2(Element *el, double A, double I1, double I2, const Vect< double > &u, const double &time=0) | Beam3DL2 | |
| Beam3DL2(Mesh &ms, const NodeVect< double > &u, NodeVect< double > &d) | Beam3DL2 | |
| BendingMoment() const | Beam3DL2 | |
| Density(const double &rho) | Equa_Solid< double, 2, 12, 1, 1 > | [protected] |
| Density(const char *exp) | Equa_Solid< double, 2, 12, 1, 1 > | [protected] |
| Deviator(double coef=1) | Equa_Solid< double, 2, 12, 1, 1 > | [virtual] |
| DeviatorToRHS(double coef=1) | Equa_Solid< double, 2, 12, 1, 1 > | [virtual] |
| DiagBC(int dof_type=NODE_DOF, int dof=0) | Equation | |
| EA() | Equation | |
| Eb() | Equation | |
| ElementVector(const Vect< T_ > &b, int dof=0, int dof_type=NODE_DOF) | Equation | |
| Ep() | Equation | |
| Equa_Solid() | Equa_Solid< double, 2, 12, 1, 1 > | |
| Equation() | Equation | |
| Equation(class Mesh &mesh) | Equation | |
| Equation(class Mesh &mesh, Vect< T_ > &b, double &t, double &ts) | Equation | |
| Equation(const Element *el) | Equation | |
| Equation(const Side *sd) | Equation | |
| Equation(const Element *el, const Vect< T_ > &u, const double &time=0) | Equation | |
| Equation(const Side *sd, const Vect< T_ > &u, const double &time=0) | Equation | |
| getLinearSolver() | AbsEqua | |
| getNbEq() const | Equation | [virtual] |
| getNbNodes() const | Equation | [virtual] |
| Init(const Element *el) | Equation | [protected] |
| Init(const Side *sd) | Equation | [protected] |
| LMassToLHS(double coef=1.) | Beam3DL2 | [virtual] |
| LMassToRHS(double coef=1.) | Beam3DL2 | [virtual] |
| Load(const NodeVect< double > &f) | Beam3DL2 | |
| LocalNodeVector(AbsVect< T_ > *b) | Equation | |
| MassToLHS(double coef=1.) | Beam3DL2 | [virtual] |
| MassToRHS(double coef=1.) | Beam3DL2 | [virtual] |
| Poisson(const double &nu) | Equa_Solid< double, 2, 12, 1, 1 > | [protected] |
| Poisson(const char *exp) | Equa_Solid< double, 2, 12, 1, 1 > | [protected] |
| Prev() | Equation | |
| SA() | Equation | |
| setAxial() | Beam3DL2 | |
| setBending() | Beam3DL2 | |
| setDeviator() | Equa_Solid< double, 2, 12, 1, 1 > | |
| setInitialSolution(const Vect< T_ > &u) | Equation | |
| setLumpedMass() | Equa_Solid< double, 2, 12, 1, 1 > | |
| setMass() | Equa_Solid< double, 2, 12, 1, 1 > | |
| setMaterial() | Equa_Solid< double, 2, 12, 1, 1 > | [protected] |
| setMaterialProperty(const string &exp, const string &prop) | Equation | |
| setMesh(class Mesh &m) | AbsEqua | |
| setNoAxial() | Beam3DL2 | |
| setNoBending() | Beam3DL2 | |
| setNoShear() | Beam3DL2 | |
| setNoTorsion() | Beam3DL2 | |
| setReducedIntegration() | Beam3DL2 | |
| setShear() | Beam3DL2 | |
| setStiffness() | Equa_Solid< double, 2, 12, 1, 1 > | |
| setTorsion() | Beam3DL2 | |
| ShearForce() const | Beam3DL2 | |
| SideVector(const Vect< T_ > &b) | Equation | |
| Stiffness(double coef=1.) | Beam3DL2 | [virtual] |
| StiffnessToRHS(double coef=1) | Equa_Solid< double, 2, 12, 1, 1 > | [virtual] |
| TwistingMoment() const | Beam3DL2 | |
| updateBC(const Vect< T_ > &bc) | Equation | |
| Young(const double &E) | Equa_Solid< double, 2, 12, 1, 1 > | [protected] |
| Young(const char *exp) | Equa_Solid< double, 2, 12, 1, 1 > | [protected] |
| ~AbsEqua() | AbsEqua | [virtual] |
| ~Beam3DL2() | Beam3DL2 | |
| ~Equa_Solid() | Equa_Solid< double, 2, 12, 1, 1 > | [virtual] |
| ~Equation() | Equation | [virtual] |
