| AxbAssembly(const Element &el, const Vect< real_t > &x, Vect< real_t > &b) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| AxbAssembly(const Side &sd, const Vect< real_t > &x, Vect< real_t > &b) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| AxialForce(Vect< real_t > &f) | Beam3DL2 | |
| Beam3DL2() | Beam3DL2 | |
| Beam3DL2(Mesh &ms, real_t A, real_t I1, real_t I2) | Beam3DL2 | |
| Beam3DL2(Mesh &ms) | Beam3DL2 | |
| Beam3DL2(Mesh &ms, Vect< real_t > &u) | Beam3DL2 | |
| BendingMoment(Vect< real_t > &m) | Beam3DL2 | |
| build() | Beam3DL2 | |
| buildEigen(SkSMatrix< real_t > &K, Vect< real_t > &M) | Beam3DL2 | |
| Density(const real_t &rho) | Equa_Solid< 2, 12, 1, 6 > | protected |
| Density(const string &exp) | Equa_Solid< 2, 12, 1, 6 > | protected |
| Deviator(real_t coef=1) | Equa_Solid< 2, 12, 1, 6 > | virtual |
| DGElementAssembly(Matrix< real_t > *A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| DGElementAssembly(SkSMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| DGElementAssembly(SkMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| DGElementAssembly(SpMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| DGElementAssembly(TrMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| DiagBC(DOFSupport dof_type=NODE_DOF, int dof=0) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| Dilatation(real_t coef=1) | Equa_Solid< 2, 12, 1, 6 > | virtual |
| ElementAssembly(Matrix< real_t > *A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(BMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(SkSMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(SkMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(SpMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(TrMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementAssembly(Vect< real_t > &v) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementNodeCoordinates() | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementNodeVector(const Vect< real_t > &b, LocalVect< real_t, NEE_ > &be) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementNodeVector(const Vect< real_t > &b, LocalVect< real_t, NEN_ > &be, int dof) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementNodeVectorSingleDOF(const Vect< real_t > &b, LocalVect< real_t, NEN_ > &be) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementSideVector(const Vect< real_t > &b, LocalVect< real_t, NSE_ > &be) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| ElementVector(const Vect< real_t > &b, DOFSupport dof_type=NODE_DOF, int flag=0) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| Equa() | Equa | |
| Equa_Solid() | Equa_Solid< 2, 12, 1, 6 > | |
| Equation() | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| Equation(Mesh &mesh) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| Equation(Mesh &mesh, Vect< real_t > &u) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| Equation(Mesh &mesh, Vect< real_t > &u, real_t &init_time, real_t &final_time, real_t &time_step) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| getDisp(Vect< real_t > &d) | Beam3DL2 | |
| getLinearSolver() | Equa | |
| getMatrix() const | Equa | |
| getMesh() const | Equa | |
| getNbEq() const | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| getNbNodes() const | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| LinearSystemInfo() | Equa | |
| LMass(real_t coef=1.) | Beam3DL2 | virtual |
| Load(const Vect< real_t > &f) | Beam3DL2 | |
| LocalNodeVector(Vect< real_t > &b) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| Mass(real_t coef=1.) | Beam3DL2 | virtual |
| Poisson(const real_t &nu) | Equa_Solid< 2, 12, 1, 6 > | protected |
| Poisson(const string &exp) | Equa_Solid< 2, 12, 1, 6 > | protected |
| set(real_t A, real_t I1, real_t I2) | Beam3DL2 | |
| set(const Vect< real_t > &A, const Vect< real_t > &I1, const Vect< real_t > &I2) | Beam3DL2 | |
| setAxial() | Beam3DL2 | |
| setBending() | Beam3DL2 | |
| setInput(EType opt, Vect< real_t > &u) | Equa_Solid< 2, 12, 1, 6 > | |
| setMaterial() | Equa_Solid< 2, 12, 1, 6 > | protected |
| setMaterialProperty(const string &exp, const string &prop) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| setMatrixType(int t) | Equa | |
| setMesh(Mesh &m) | Equa | |
| setNoAxial() | Beam3DL2 | |
| setNoBending() | Beam3DL2 | |
| setNoShear() | Beam3DL2 | |
| setNoTorsion() | Beam3DL2 | |
| setReducedIntegration() | Beam3DL2 | |
| setShear() | Beam3DL2 | |
| setSolver(Iteration ls, Preconditioner pc=IDENT_PREC) | Equa | |
| setTorsion() | Beam3DL2 | |
| ShearForce(Vect< real_t > &sh) | Beam3DL2 | |
| SideAssembly(Matrix< real_t > *A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| SideAssembly(SkSMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| SideAssembly(SkMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| SideAssembly(SpMatrix< real_t > &A) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| SideAssembly(Vect< real_t > &v) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| SideNodeCoordinates() | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| SideNodeVector(const Vect< real_t > &b, LocalVect< real_t, NSE_ > &bs) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| SideSideVector(const Vect< real_t > &b, vector< real_t > &bs) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| SideVector(const Vect< real_t > &b, vector< real_t > &sb) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| solveLinearSystem(Matrix< real_t > *A, Vect< real_t > &b, Vect< real_t > &x) | Equa | |
| solveLinearSystem(Vect< real_t > &b, Vect< real_t > &x) | Equa | |
| Stiffness(real_t coef=1.) | Beam3DL2 | virtual |
| TwistingMoment(Vect< real_t > &m) | Beam3DL2 | |
| updateBC(const Element &el, const Vect< real_t > &bc) | Equation< NEN_, NEE_, NSN_, NSE_ > | |
| Young(const real_t &E) | Equa_Solid< 2, 12, 1, 6 > | protected |
| Young(const string &exp) | Equa_Solid< 2, 12, 1, 6 > | protected |
| ~Beam3DL2() | Beam3DL2 | |
| ~Equa() | Equa | virtual |
| ~Equa_Solid() | Equa_Solid< 2, 12, 1, 6 > | virtual |
| ~Equation() | Equation< NEN_, NEE_, NSN_, NSE_ > | |