28 #ifndef TOTALLAGRANGIANFD8BRICK_H    29 #define TOTALLAGRANGIANFD8BRICK_H    31 #include <domain/mesh/element/ElemWithMaterial.h>    32 #include "domain/mesh/element/utils/physical_properties/NDMaterialPhysicalProperties.h"    33 #include "domain/mesh/element/utils/body_forces/BodyForces3D.h"    54     static const double pts[2];   
    55     static const double wts[2];   
    61     double det_of_Jacobian;
    64     static const int  NumIntegrationPts;
    65     static const int  NumTotalGaussPts;
    66     static const int  NumNodes;
    67     static const int  NumDof;
    68     static const int  NumElemDof;
    72     static BJtensor shapeFunction(
double , 
double , 
double );
    73     static BJtensor shapeFunctionDerivative(
double , 
double , 
double );
    76     BJtensor Jacobian_3D(
double , 
double , 
double) 
const;
    77     BJtensor Jacobian_3Dinv(
double , 
double , 
double) 
const;
    78     BJtensor dh_Global(
double , 
double , 
double) 
const;
    82     BJtensor getStiffnessTensor(
void) 
const;
    85     BJtensor getSurfaceForce(
void) 
const;
    90     int node_numb_1,  
int node_numb_2,  
int node_numb_3,  
int node_numb_4,
    92     int node_numb_5,  
int node_numb_6,  
int node_numb_7,  
int node_numb_8,
   113     const Matrix &getInitialStiff(
void) 
const;
   120     int addInertiaLoadToUnbalance(
const Vector &accel);
   134     void Print(std::ostream &s, 
int flag =0) 
const;
 int getResponse(int responseID, Information &eleInformation)
Obtain information from an analysis. 
Definition: TotalLagrangianFD8NodeBrick.cpp:1093
Float vector abstraction. 
Definition: Vector.h:94
void Print(std::ostream &s, int flag=0) const
Print stuff. 
Definition: TotalLagrangianFD8NodeBrick.cpp:1020
Communication parameters between processes. 
Definition: Communicator.h:66
Base class response objects. 
Definition: Response.h:81
Element * getCopy(void) const
Virtual constructor. 
Definition: TotalLagrangianFD8NodeBrick.cpp:91
virtual int sendSelf(Communicator &)
Send the object. 
Definition: TotalLagrangianFD8NodeBrick.cpp:1003
Boris Jeremic tensor class. 
Definition: BJtensor.h:112
int commitState()
Commit the current element state. 
Definition: TotalLagrangianFD8NodeBrick.cpp:113
int update()
Updates the element state. 
Definition: TotalLagrangianFD8NodeBrick.cpp:190
virtual int recvSelf(const Communicator &)
Receive the object. 
Definition: TotalLagrangianFD8NodeBrick.cpp:1012
const Matrix & getTangentStiff(void) const
Return the tangent stiffness matrix. 
Definition: TotalLagrangianFD8NodeBrick.cpp:660
Base class for the finite elements. 
Definition: Element.h:112
int revertToLastCommit()
Revert to the last committed state. 
Definition: TotalLagrangianFD8NodeBrick.cpp:142
Body forces over an element. 
Definition: BodyForces3D.h:40
void zeroLoad()
Zeroes the loads over the element. 
Definition: TotalLagrangianFD8NodeBrick.cpp:810
const Matrix & getMass(void) const
Returns the mass matrix. 
Definition: TotalLagrangianFD8NodeBrick.cpp:734
const Vector & getResistingForce(void) const
Returns the resisting force vector for the element. 
Definition: TotalLagrangianFD8NodeBrick.cpp:911
Base class for 2D and 3D materials. 
Definition: NDMaterial.h:101
Response * setResponse(const std::vector< std::string > &argv, Information &eleInformation)
setResponse() is a method invoked to determine if the element will respond to a request for a certain...
Definition: TotalLagrangianFD8NodeBrick.cpp:1063
int getNumDOF(void) const
return the number of DOF associated with the element. 
Definition: TotalLagrangianFD8NodeBrick.cpp:100
int revertToStart()
Reverts the element to its initial state. 
Definition: TotalLagrangianFD8NodeBrick.cpp:165
Open source finite element program for structural analysis. 
Definition: ContinuaReprComponent.h:35
Element with material. 
Definition: ElemWithMaterial.h:45
Matrix of floats. 
Definition: Matrix.h:111
Base class for loads over elements. 
Definition: ElementalLoad.h:79
Domain (mesh and boundary conditions) of the finite element model. 
Definition: Domain.h:117
Total lagrangian formulation eight node hexahedral element for three-dimensional problems. 
Definition: TotalLagrangianFD8NodeBrick.h:44
void setDomain(Domain *theDomain)
Sets the domain for the element. 
Definition: TotalLagrangianFD8NodeBrick.cpp:104
const Vector & getResistingForceIncInertia(void) const
Returns the resisting force vector including inertia forces. 
Definition: TotalLagrangianFD8NodeBrick.cpp:946