AbsEqua() | AbsEqua< real_t > | |
AbsEqua(Mesh &mesh) | AbsEqua< real_t > | |
AxbAssembly(const Element &el, const Vect< real_t > &x, Vect< real_t > &b) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
AxbAssembly(const Side &sd, const Vect< real_t > &x, Vect< real_t > &b) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
BodyRHS(UserData< real_t > &ud) | Elas2DT3 | |
BodyRHS(const Vect< real_t > &f, int opt=GLOBAL_ARRAY) | Elas2DT3 | |
BoundaryRHS(UserData< real_t > &ud) | Elas2DT3 | |
BoundaryRHS(const Vect< real_t > &f) | Elas2DT3 | |
ContactPressure(const Vect< real_t > &f, real_t penal, Point< real_t > &p) | Elas2DT3 | |
Density(const real_t &rho) | Equa_Solid< real_t, 3, 6, 2, 4 > | protected |
Density(const string &exp) | Equa_Solid< real_t, 3, 6, 2, 4 > | protected |
Deviator(real_t coef=1.) | Elas2DT3 | virtual |
DeviatorToRHS(real_t coef=1.) | Elas2DT3 | virtual |
DGElementAssembly(Matrix< real_t > *A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
DGElementAssembly(SkSMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
DGElementAssembly(SkMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
DGElementAssembly(SpMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
DGElementAssembly(TrMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
DiagBC(int dof_type=NODE_DOF, int dof=0) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Dilatation(real_t coef=1.) | Elas2DT3 | virtual |
DilatationToRHS(real_t coef=1.) | Elas2DT3 | virtual |
Elas2DT3() | Elas2DT3 | |
Elas2DT3(Mesh &ms) | Elas2DT3 | |
Elas2DT3(const Element *el) | Elas2DT3 | |
Elas2DT3(const Side *sd) | Elas2DT3 | |
Elas2DT3(const Element *el, const Vect< real_t > &u, real_t time=0.) | Elas2DT3 | |
Elas2DT3(const Element *el, const Vect< real_t > &u, real_t time, real_t deltat, int scheme) | Elas2DT3 | |
Elas2DT3(const Side *sd, const Vect< real_t > &u, real_t time=0.) | Elas2DT3 | |
Elas2DT3(const Side *sd, const Vect< real_t > &u, real_t time, real_t deltat, int scheme) | Elas2DT3 | |
ElementAssembly(Matrix< real_t > *A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementAssembly(PETScMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementAssembly(PETScVect< real_t > &b) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementAssembly(BMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementAssembly(SkSMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementAssembly(SkMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementAssembly(SpMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementAssembly(TrMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementAssembly(Vect< real_t > &v) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementNodeCoordinates() | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementNodeVector(const Vect< real_t > &b, LocalVect< real_t, NEE_ > &be) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementNodeVector(const Vect< real_t > &b, LocalVect< real_t, NEN_ > &be, int dof) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementNodeVectorSingleDOF(const Vect< real_t > &b, LocalVect< real_t, NEN_ > &be) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementSideVector(const Vect< real_t > &b, LocalVect< real_t, NSE_ > &be) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ElementVector(const Vect< real_t > &b, int dof_type=NODE_FIELD, int flag=0) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
eMat | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
ePrev | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Equa_Solid() | Equa_Solid< real_t, 3, 6, 2, 4 > | |
Equation() | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Equation(Mesh &mesh) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Equation(Mesh &mesh, Vect< real_t > &b, real_t &t, real_t &ts) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Equation(const Element *el) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Equation(const Side *sd) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Equation(const Element *el, const Vect< real_t > &u, real_t time=0) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Equation(const Side *sd, const Vect< real_t > &u, real_t time=0) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
eRes | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
eRHS | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
getLinearSolver() | AbsEqua< real_t > | |
getMesh() const | AbsEqua< real_t > | |
getNbEq() const | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
getNbNodes() const | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Init(const Element *el) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | protected |
Init(const Side *sd) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | protected |
LMass(real_t coef=1.) | Elas2DT3 | virtual |
LMassToLHS(real_t coef=1.) | Elas2DT3 | virtual |
LMassToRHS(real_t coef=1.) | Elas2DT3 | virtual |
LocalNodeVector(Vect< real_t > &b) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Mass(real_t coef=1.) | Elas2DT3 | virtual |
MassToLHS(real_t coef=1.) | Elas2DT3 | virtual |
MassToRHS(real_t coef=1.) | Elas2DT3 | virtual |
Media(real_t E, real_t nu, real_t rho) | Elas2DT3 | |
Periodic(real_t coef=1.e20) | Elas2DT3 | |
PlaneStrain() | Elas2DT3 | |
PlaneStrain(real_t E, real_t nu) | Elas2DT3 | |
PlaneStress() | Elas2DT3 | |
PlaneStress(real_t E, real_t nu) | Elas2DT3 | |
Poisson(const real_t &nu) | Equa_Solid< real_t, 3, 6, 2, 4 > | protected |
Poisson(const string &exp) | Equa_Solid< real_t, 3, 6, 2, 4 > | protected |
Reaction(Vect< real_t > &r) | Elas2DT3 | |
setDeviator() | Equa_Solid< real_t, 3, 6, 2, 4 > | |
setDilatation() | Equa_Solid< real_t, 3, 6, 2, 4 > | |
setInitialSolution(const Vect< real_t > &u) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
setLumpedMass() | Equa_Solid< real_t, 3, 6, 2, 4 > | |
setMass() | Equa_Solid< real_t, 3, 6, 2, 4 > | |
setMaterial() | Equa_Solid< real_t, 3, 6, 2, 4 > | protected |
setMaterialProperty(const string &exp, const string &prop) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
setMesh(Mesh &m) | AbsEqua< real_t > | |
setSolver(Iteration ls, Preconditioner pc=IDENT_PREC) | AbsEqua< real_t > | |
setStiffness() | Equa_Solid< real_t, 3, 6, 2, 4 > | |
SideAssembly(PETScMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SideAssembly(PETScVect< real_t > &b) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SideAssembly(Matrix< real_t > *A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SideAssembly(SkSMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SideAssembly(SkMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SideAssembly(SpMatrix< real_t > &A) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SideAssembly(Vect< real_t > &v) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SideNodeCoordinates() | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SideVector(const Vect< real_t > &b) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SignoriniContact(UserData< real_t > &ud, real_t coef=1.e07) | Elas2DT3 | |
SignoriniContact(Vect< real_t > &f, real_t coef=1.e07) | Elas2DT3 | |
sMat | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
SolveLinearSystem(Matrix< real_t > *A, Vect< real_t > &b, Vect< real_t > &x) | AbsEqua< real_t > | |
sRHS | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Stiffness(real_t coef=1) | Equa_Solid< real_t, 3, 6, 2, 4 > | virtual |
StiffnessToRHS(real_t coef=1) | Equa_Solid< real_t, 3, 6, 2, 4 > | virtual |
Strain(Vect< real_t > &eps) | Elas2DT3 | |
Stress(Vect< real_t > &s, real_t &vm) | Elas2DT3 | |
updateBC(const Element &el, const Vect< real_t > &bc) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
updateBC(const Vect< real_t > &bc) | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | |
Young(const real_t &E) | Equa_Solid< real_t, 3, 6, 2, 4 > | protected |
Young(const string &exp) | Equa_Solid< real_t, 3, 6, 2, 4 > | protected |
~AbsEqua() | AbsEqua< real_t > | virtual |
~Elas2DT3() | Elas2DT3 | |
~Equa_Solid() | Equa_Solid< real_t, 3, 6, 2, 4 > | virtual |
~Equation() | Equation< real_t, NEN_, NEE_, NSN_, NSE_ > | virtual |