|
|
EIGEN_MAKE_ALIGNED_OPERATOR_NEW | CRFShell (std::string sSimObjectName, ISimObjectCreator *pCreator) |
| |
|
virtual void | FinalSetup (const double dT, const double *const adX, ISimObjectCreator *const pCreator) |
| |
|
virtual void | OdeFcn (const double dT, const double *const adX, double *const adXDot, const bool bIsMajorTimeStep) |
| |
|
virtual int | HHTAlpha (const double dT, const double *const adX, const double TS, const double TI, const double Alpha, const int SubTS) |
| |
|
virtual void | FEPlot (const double dT, const double *const adX) |
| |
|
EIGEN_MAKE_ALIGNED_OPERATOR_NEW | CRFShell (std::string sSimObjectName, ISimObjectCreator *pCreator) |
| |
|
virtual void | FinalSetup (const double dT, const double *const adX, ISimObjectCreator *const pCreator) |
| |
| virtual void | OdeFcn (const double dT, const double *const adX, double *const adXDot, const bool bIsMajorTimeStep) |
| |
|
virtual int | HHTAlpha (const double dT, const double *const adX, const double TS, const double TI, const double Alpha, const int SubTS) |
| |
|
virtual void | FEPlot (const double dT, const double *const adX) |
| |
|
| virtual const double * | VolumeCL (const double dT, const double *const adX) |
| | Index of the bottom node.
|
| |
|
virtual const double * | DragCOE (const double dT, const double *const adX) |
| |
|
virtual const double * | StressMX (const double dT, const double *const adX) |
| |
|
virtual const double * | TopOutForce (const double dT, const double *const adX, int iTop) |
| |
|
virtual const double * | BotOutPos (const double dT, const double *const adX, int iBot) |
| |
|
virtual const double * | BotOutVel (const double dT, const double *const adX, int iBot) |
| |
|
virtual const double * | BotOutPosM (const double dT, const double *const adX) |
| |
|
virtual const double * | BotOutVelM (const double dT, const double *const adX) |
| |
| virtual const double * | VolumeCL (const double dT, const double *const adX) |
| | Index of the bottom node.
|
| |
|
virtual const double * | DragCOE (const double dT, const double *const adX) |
| |
|
virtual const double * | StressMX (const double dT, const double *const adX) |
| |
|
virtual const double * | TopOutForce (const double dT, const double *const adX, int iTop) |
| |
|
virtual const double * | BotOutPos (const double dT, const double *const adX, int iBot) |
| |
|
virtual const double * | BotOutVel (const double dT, const double *const adX, int iBot) |
| |
|
virtual const double * | BotOutPosM (const double dT, const double *const adX) |
| |
|
virtual const double * | BotOutVelM (const double dT, const double *const adX) |
| |
|
virtual const double * | OutLayerDir (const double dT, const double *const adX, int iLay) |
| |
|
virtual const double * | OutLayerFloVel (const double dT, const double *const adX, int iLay) |
| | Output layer direction.
|
| |
|
virtual const double * | OutLayerEleVel (const double dT, const double *const adX, int iLay) |
| | Output flow velocity.
|
| |
|
virtual const double * | OutLayerRelVel (const double dT, const double *const adX, int iLay) |
| | Output element velocity.
|
| |
|
virtual const double * | OutContactForce (const double dT, const double *const adX) |
| |
|
|
ISignalPort * | m_pInForce_B |
| | Input ports.
|
| |
|
int | m_TopConnectNum |
| | A pointer to the input force (bottom).
|
| |
|
int * | m_TopConnectNode |
| |
|
ISignalPort ** | m_TopInPos |
| |
|
ISignalPort ** | m_TopInVel |
| |
|
int | m_BotConnectNum |
| |
|
int * | m_BotConnectNode |
| |
|
ISignalPort ** | m_BotInForce |
| |
|
ISignalPort * | m_BotInForceM |
| |
|
int | m_BotNode |
| | A pointer to the input force (bottom).
|
| |
|
double * | m_TopOutForce |
| |
|
double * | m_BotOutPos |
| |
|
double * | m_BotOutVel |
| |
|
double | m_BotOutPosM [3] |
| |
|
double | m_BotOutVelM [3] |
| |
| int | m_IStatePos |
| | States.
|
| |
|
int | m_IStateVel |
| | Index of the global position in the state vector.
|
| |
|
int | m_IStateVol |
| | Index of the global velocity in the state vector.
|
| |
| CEnvironment * | m_Environment |
| | Index of the volume in the state vector.
|
| |
|
int | m_Nodes |
| | Pointer to DeepSeaGravityWaves -> CEnvironment.
|
| |
|
int | m_Triangles |
| | Number of nodes [#].
|
| |
|
double | m_MeshSize |
| | Number of triangles [#].
|
| |
|
double | m_Loc [3] |
| | Mesh size [m].
|
| |
|
double | m_Dim [4] |
| | NED location [m].
|
| |
| string | m_Shape |
| | NED dimension [m].
|
| |
|
double | m_Filling [2] |
| | Shape.
|
| |
| double | m_dPress [10] |
| | Filling percentage.
|
| |
|
double | m_rPress [2] |
| | Drainage pressure.
|
| |
|
double | m_AddM |
| | Restoring pressure.
|
| |
|
double * | m_B2G |
| | Added Mass coefficient [#].
|
| |
|
double | m_Damp [2] |
| | Buoyancy-gravity [N].
|
| |
|
double | m_Drag |
| | Damping coefficient [#].
|
| |
|
double | m_StrDamp [2] |
| | Drag coefficient [#].
|
| |
|
double | m_Thickness |
| | Structural damping coefficients [1/(rad/s)]. Frequency dependent.
|
| |
|
double | m_Density |
| | Thickness of the membrane elements [m].
|
| |
|
double | m_Youngs |
| | Density of the membrane elements [kg/m^3].
|
| |
|
double | m_Poissons |
| | Elastic modulus of the membrane elements [N/m^2].
|
| |
|
double | m_Yield |
| | Poisson's ratio of the membrane elements [#].
|
| |
|
double | m_CArea |
| | Yield strength of the membrane elements [N/m^2].
|
| |
|
double | m_Volume [8] |
| | Cross area of a closed structure [m^2].
|
| |
|
double | m_Mass |
| | Volume of a closed structure [m^3].
|
| |
|
double | m_MStrain [6] |
| | Mass of the structure [kg].
|
| |
|
double | m_MStress [9] |
| | Maximum and mean strain.
|
| |
|
double | m_Indt |
| | Maximum and mean stress.
|
| |
|
Eigen::Matrix< double, 3, 3 > | m_D |
| | Initial time step.
|
| |
|
bool | m_Bending |
| | Material matrix.
|
| |
|
int * | m_TI |
| | Boolean. True if bending stiffness is considered.
|
| |
|
int * | m_TPI |
| | Index of the triangle nodes in Node matrix.
|
| |
|
double * | m_NodeM |
| | Index of the triangles and nodes in the patch surrounding a triangle (0/1,b,c,d,l,m,n).
|
| |
|
double * | m_NodeMR |
| | Node mass matrix.
|
| |
|
double * | m_NodeB |
| | Node mass matrix (relative).
|
| |
|
double * | m_NodeB2 |
| | Node damping matrix.
|
| |
|
double * | m_TC |
| | Node damping matrix (quadratic).
|
| |
|
double * | m_TPC |
| | Initial local locations of the triangle nodes.
|
| |
|
double * | m_TArea |
| | Initial local locations of the surrounding nodes (wl,wm,wn).
|
| |
|
Eigen::Matrix< double, 3, 1 > * | m_N |
| | Initial area of the element.
|
| |
|
Eigen::Matrix< double, 3, 6 > * | m_B |
| | Normal matrix of the triangles.
|
| |
|
Eigen::Matrix< double, 6, 3 > * | m_Bt |
| | Shape matrix of the triangles.
|
| |
|
Eigen::Matrix< double, 6, 6 > * | m_K |
| | Transpose Shape matrix of the triangles.
|
| |
|
Eigen::Matrix< double, 6, 6 > * | m_PK |
| | Membrane stiffness matrix of the triangles.
|
| |
|
Eigen::Matrix< double, 3, 1 > * | m_Strain |
| | Bending stiffness matrix of the triangles.
|
| |
|
Eigen::Matrix< double, 3, 1 > * | m_Stress |
| | Strain matrix of the triangles.
|
| |
|
double * | m_VMS |
| | Stress matrix of the triangles.
|
| |
|
double * | m_VMSB |
| | von Mises stress of the triangles.
|
| |
|
double * | m_RAngle |
| | von Mises stress of the triangles (bending).
|
| |
|
Eigen::Matrix< double, 3, 3 > * | m_RG2L |
| | Radius angle of the triangles.
|
| |
|
Eigen::Matrix< double, 3, 3 > * | m_RL2G |
| | Rotation matrix of the triangles (original).
|
| |
|
Eigen::Matrix< double, 3, 1 > * | m_OL |
| | Rotation matrix of the triangles (original).
|
| |
|
Eigen::Matrix< double, 3, 3 > | m_PD |
| | Location of the triangles (original).
|
| |
|
Eigen::Matrix< double, 3, 6 > * | m_PB |
| | Material matrix (bending).
|
| |
|
int | m_IC |
| | Stress matrix of the triangles (bending).
|
| |
|
int | m_BC |
| | Initial condition. 0: no; 1: yes.
|
| |
| double | m_BendR |
| | Boundary condition. 0: free or simply supported; 1: clamped.
|
| |
|
double | m_VolR [3] |
| | Bending restriction. minus: no; plus: restricted to m_BendR*m_Yield;.
|
| |
|
int | m_ItM |
| | Volume restriction. minus: no; plus: reduced iteration when m_Vol<m_VolR*m_Volume[0];.
|
| |
|
std::string | m_OutFolder |
| | Maximum iterations.
|
| |
| int | m_Iteration |
| | Output folder.
|
| |
|
double | m_RelTol |
| | Maximum number of iteration.
|
| |
|
struct membrane::CRFShell::time_info | m_time_info |
| |
|
double | m_Alpha |
| | Integration time step.
|
| |
|
double | m_Beta |
| | Alpha parameter in the HHT-alpha time integration method.
|
| |
|
double | m_Gamma |
| | Beta parameter in the HHT-alpha time integration method.
|
| |
|
double * | m_NodeP0 |
| | Gamma parameter in the HHT-alpha time integration method.
|
| |
|
double * | m_NodeP |
| | Node position matrix (i).
|
| |
|
double * | m_NodeV0 |
| | Node position matrix (i+1).
|
| |
|
double * | m_NodeV |
| | Node velocity matrix (i).
|
| |
|
double * | m_NodeA0 |
| | Node velocity matrix (i+1).
|
| |
|
double * | m_NodeA |
| | Node acceleration matrix (i).
|
| |
|
double * | m_NodeF0 |
| | Node acceleration matrix (i+1).
|
| |
|
double * | m_NodeF |
| | Node force matrix (i).
|
| |
| double * | m_NodeD |
| | Node force matrix (i+1).
|
| |
|
double | m_TS_s |
| | Node incremental displacement matrix.
|
| |
|
double * | m_NodeP_s |
| | Integration substep.
|
| |
|
double * | m_NodeV_s |
| | Node position matrix (substep).
|
| |
|
double * | m_NodeA_s |
| | Node velocity matrix (substep).
|
| |
|
double * | m_NodeF_s |
| | Node acceleration matrix (substep).
|
| |
|
int | m_TPlot |
| | Node force matrix (substep).
|
| |
| double | m_EOpenA |
| | Plot time step.
|
| |
|
double | m_Omg [2] |
| | Efficient openning area.
|
| |
|
double | m_OmgDot |
| | Outflow vertical velocity.
|
| |
|
double | m_Vol |
| | Time derivative of outflow vertical velocity.
|
| |
|
double | m_VolDot |
| | Volume state.
|
| |
|
double | m_NetEK [2] |
| | Time derivative of volume state.
|
| |
|
int | m_TNlgeom |
| | Equivilent net stiffness.
|
| |
|
Eigen::Matrix< double, 6, 1 > * | m_FiNlgeom |
| | Time step to update geometric nonlinearity.
|
| |
|
Eigen::Matrix< double, 6, 1 > * | m_FoNlgeom |
| | Initial in-plane forces.
|
| |
|
CIntegratorOptions * | m_Integrator |
| | Output folder.
|
| |
|
double | m_TS |
| | Relative tolerance to stop iteration.
|
| |
|
double | m_DragCoeff [2] |
| | Equivilent net stiffness.
|
| |
|
double | m_Solidity |
| | Drag coefficients in normal [0] and tangential [1] directions.
|
| |
|
double | m_FlowReduce |
| | Solidity for net.
|
| |
|
bool | m_CalVolume |
| | Flow reduction factor.
|
| |
|
int | m_MeshNum [3] |
| | Caculate volume or not.
|
| |
|
double | m_InitialPos [3] |
| | Number of meshes on each layer [0], number of layers [1] and number of bottom node [2] (0 or 1)
|
| |
|
bool | m_OutLayerData |
| | Initial position.
|
| |
|
int | m_OutLayerNum |
| | Output layer data or not.
|
| |
|
double * | m_OutLayerDir |
| | Output layer number.
|
| |
|
double * | m_OutLayerFloVel |
| | Output layer direction.
|
| |
|
double * | m_OutLayerEleVel |
| | Output flow velocity.
|
| |
|
double * | m_OutLayerRelVel |
| | Output element velocity.
|
| |
|
double | m_MorisonCM [2] |
| | Output relative velocity.
|
| |
|
double | m_ContactStiff |
| | Morison mass coefficients.
|
| |
|
double | m_ContactDis |
| |
|
ISignalPort * | m_ContactPoint |
| |
|
ISignalPort ** | m_ContactEdge |
| |
|
double | m_ContactForce [3] |
| |