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EightNodeBrick Class Referenceinclude <QuadRule1d.h>.
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#include <EightNodeBrick.h>
Inheritance diagram for EightNodeBrick::
List of all members.
Public Methods |
| | EightNodeBrick (int element_number, int node_numb_1, int node_numb_2, int node_numb_3, int node_numb_4, int node_numb_5, int node_numb_6, int node_numb_7, int node_numb_8, NDMaterial *Globalmmodel, double b1, double b2, double b3, double r, double p) |
| | EightNodeBrick () |
| | , EPState *InitEPS); const char * type,. More...
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| | ~EightNodeBrick () |
| int | getNumExternalNodes () const |
| | //, EPState * InitEPS);const char * type,. More...
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| const ID& | getExternalNodes () |
| int | getNumDOF () |
| void | setDomain (Domain *theDomain) |
| int | commitState () |
| | public methods to set the state of the element. More...
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| int | revertToLastCommit () |
| int | revertToStart () |
| const Matrix& | getTangentStiff () |
| | want to test the program. Xiaoyan 08/16/00. More...
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| const Matrix& | getSecantStiff () |
| const Matrix& | getDamp () |
| const Matrix& | getMass () |
| const Matrix& | getConsMass () |
| void | zeroLoad () |
| | methods for returning and applying loads. More...
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| int | addLoad (const Vector &addP) |
| int | addInertiaLoadToUnbalance (const Vector &accel) |
| const Vector | FormEquiBodyForce (void) |
| const Vector& | getResistingForce () |
| const Vector& | getResistingForceIncInertia () |
| int | sendSelf (int commitTag, Channel &theChannel) |
| | public methods for element output. More...
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| int | recvSelf (int commitTag, Channel &theChannel, FEM_ObjectBroker &theBroker) |
| int | displaySelf (Renderer &theViewer, int displayMode, float fact) |
| | Method for visualisation, default does nothing. More...
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| void | Print (ostream &s, int flag=0) |
| Response* | setResponse (char **argv, int argc, Information &eleInformation) |
| | use Brick3D report. 08/16/00. More...
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| int | getResponse (int responseID, Information &eleInformation) |
| void | incremental_Update (void) |
| | //tensor * IN_tangent_E,//stresstensor * INstress, //stresstensor * INiterative_stress, //double * INq_ast_iterative, //straintensor * INstrain. More...
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| tensor | H_3D (double r1, double r2, double r3) |
| | void iterative_Update(void);. More...
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| tensor | interp_poli_at (double r, double s, double t) |
| tensor | dh_drst_at (double r, double s, double t) |
| EightNodeBrick& | operator[] (int subscript) |
| | Finite_Element * new_el( int total );. More...
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| tensor | getStiffnessTensor (void) |
| | Finite_Element & operator[](int subscript);. More...
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| void | set_strain_stress_tensor (FILE *fp, double *u) |
| | matrix stiffness_tensor(void);. More...
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| tensor | getMassTensor (void) |
| tensor | Jacobian_3D (tensor dh) |
| | out19Jan2001 double Potential_Energy(void);. More...
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| tensor | Jacobian_3Dinv (tensor dh) |
| tensor | Nodal_Coordinates (void) |
| tensor | incr_disp (void) |
| tensor | total_disp (void) |
| tensor | total_disp (FILE *fp, double *u) |
| tensor | stiffness_matrix (const tensor &K) |
| tensor | mass_matrix (const tensor &M) |
| int | get_global_number_of_node (int local_node_number) |
| int | get_Brick_Number (void) |
| int* | get_LM (void) |
| double | get_Gauss_p_c (short order, short point_numb) |
| | these two files are originally in fe.h. More...
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| double | get_Gauss_p_w (short order, short point_numb) |
| tensor | nodal_forces (void) |
| | returns nodal forces for given stress field in an element. More...
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| tensor | iterative_nodal_forces (void) |
| | returns nodal forces for ITERATIVE stress field in an element. More...
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| tensor | nodal_forces_from_stress (stresstensor &) |
| | returns nodal forces for given constant stress field in the element. More...
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| tensor | linearized_nodal_forces (void) |
| | by using the linearized constitutive tensor from the begining of the step ! More...
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| tensor | update_stress_strain (tensor &disp) |
| | updates Material point stresses and strains from given displacements. More...
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| void | report (char *) |
| void | reportshort (char *) |
| void | reportPAK (char *) |
| void | reportpqtheta (int) |
| void | reportLM (char *) |
| void | reportTensor (char *) |
| void | reportCIPIC (char *) |
| void | reportTensorF (FILE *) |
Detailed Description
include <QuadRule1d.h>.
Definition at line 73 of file EightNodeBrick.h.
Constructor & Destructor Documentation
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EightNodeBrick::EightNodeBrick (
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int element_number,
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int node_numb_1,
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int node_numb_2,
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int node_numb_3,
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int node_numb_4,
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int node_numb_5,
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int node_numb_6,
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int node_numb_7,
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int node_numb_8,
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NDMaterial * Globalmmodel,
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double b1,
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double b2,
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double b3,
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double r,
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double p )
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EightNodeBrick::EightNodeBrick (
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)
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EightNodeBrick::~EightNodeBrick (
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)
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Member Function Documentation
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const Vector EightNodeBrick::FormEquiBodyForce (
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void )
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tensor EightNodeBrick::H_3D (
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double r1,
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double r2,
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double r3 )
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tensor EightNodeBrick::Jacobian_3D (
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tensor dh )
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tensor EightNodeBrick::Jacobian_3Dinv (
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tensor dh )
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tensor EightNodeBrick::Nodal_Coordinates (
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void )
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void EightNodeBrick::Print (
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ostream & s,
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int flag = 0 ) [virtual]
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A pure virtual function. The component is to output itself to the output stream {s}. The integer {flag} can be used to select just what should be output, by default 
is passed.
Reimplemented from TaggedObject.
Definition at line 3585 of file EightNodeBrick.cpp. |
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int EightNodeBrick::addInertiaLoadToUnbalance (
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const Vector & accel ) [virtual]
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int EightNodeBrick::addLoad (
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const Vector & addP ) [virtual]
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int EightNodeBrick::commitState (
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void ) [virtual]
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tensor EightNodeBrick::dh_drst_at (
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double r,
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double s,
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double t )
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int EightNodeBrick::displaySelf (
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Renderer & theViewer,
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int displayMode,
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float fact ) [virtual]
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const Matrix & EightNodeBrick::getConsMass (
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)
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const Matrix & EightNodeBrick::getDamp (
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void ) [virtual]
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To return the damping matrix. The element is to compute its damping matrix based on the original location of the nodes and the current trial response quantities at the nodes.
Reimplemented from Element.
Definition at line 3129 of file EightNodeBrick.cpp. |
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const ID & EightNodeBrick::getExternalNodes (
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void ) [virtual]
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const Matrix & EightNodeBrick::getMass (
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void ) [virtual]
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To return the mass matrix. The element is to compute its mass matrix based on the original location of the nodes and the current trial response quantities at the nodes.
Reimplemented from Element.
Definition at line 3136 of file EightNodeBrick.cpp. |
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tensor EightNodeBrick::getMassTensor (
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void )
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int EightNodeBrick::getNumDOF (
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void ) [virtual]
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To return the number of dof associated with the element. This should equal the sum of the dofs at each of the external nodes. To ensure this, each subclass can overwrite the DomainComponent classes {setDomain()} method.
Reimplemented from Element.
Definition at line 2889 of file EightNodeBrick.cpp. |
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int EightNodeBrick::getNumExternalNodes (
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void ) const [virtual]
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const Vector & EightNodeBrick::getResistingForce (
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void ) [virtual]
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const Vector & EightNodeBrick::getResistingForceIncInertia (
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void ) [virtual]
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int EightNodeBrick::getResponse (
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int responseID,
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Information & eleInformation ) [virtual]
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const Matrix & EightNodeBrick::getSecantStiff (
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void ) [virtual]
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To return the elements secant stiffness matrix. The element is to compute its stiffness matrix based on the original location of the nodes and the current trial displacement at the nodes. THIS SECANT MAY BE REMOVED.
Reimplemented from Element.
Definition at line 3123 of file EightNodeBrick.cpp. |
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tensor EightNodeBrick::getStiffnessTensor (
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void )
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const Matrix & EightNodeBrick::getTangentStiff (
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void ) [virtual]
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int EightNodeBrick::get_Brick_Number (
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void )
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double EightNodeBrick::get_Gauss_p_c (
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short order,
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short point_numb )
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double EightNodeBrick::get_Gauss_p_w (
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short order,
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short point_numb )
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int * EightNodeBrick::get_LM (
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void )
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int EightNodeBrick::get_global_number_of_node (
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int local_node_number )
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tensor EightNodeBrick::incr_disp (
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void )
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void EightNodeBrick::incremental_Update (
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void )
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//tensor * IN_tangent_E,//stresstensor * INstress, //stresstensor * INiterative_stress, //double * INq_ast_iterative, //straintensor * INstrain.
Definition at line 408 of file EightNodeBrick.cpp. |
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tensor EightNodeBrick::interp_poli_at (
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double r,
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double s,
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double t )
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tensor EightNodeBrick::iterative_nodal_forces (
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void )
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returns nodal forces for ITERATIVE stress field in an element.
Definition at line 2059 of file EightNodeBrick.cpp. |
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tensor EightNodeBrick::linearized_nodal_forces (
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void )
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by using the linearized constitutive tensor from the begining of the step !
Definition at line 2246 of file EightNodeBrick.cpp. |
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tensor EightNodeBrick::mass_matrix (
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const tensor & M )
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tensor EightNodeBrick::nodal_forces (
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void )
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tensor EightNodeBrick::nodal_forces_from_stress (
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stresstensor & stress )
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returns nodal forces for given constant stress field in the element.
Definition at line 2155 of file EightNodeBrick.cpp. |
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EightNodeBrick & EightNodeBrick::operator[] (
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int subscript )
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This is a pure virtual method, one must be written for each instantiable subclass of MovableObject. Each object has to receive the data needed to be able to recreate itself in the new process after it has been sent through {theChannel}. If the object is an aggregation containing other objects, new objects of the correct type can be constructed using {theBroker}. To return
if successful or a 
if not.
Reimplemented from MovableObject.
Definition at line 3511 of file EightNodeBrick.cpp. |
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void EightNodeBrick::report (
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char * msg )
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void EightNodeBrick::reportCIPIC (
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char * )
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void EightNodeBrick::reportLM (
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char * msg )
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void EightNodeBrick::reportPAK (
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char * msg )
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void EightNodeBrick::reportTensor (
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char * msg )
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void EightNodeBrick::reportTensorF (
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FILE * fp )
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void EightNodeBrick::reportpqtheta (
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int GP_numb )
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void EightNodeBrick::reportshort (
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char * msg )
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int EightNodeBrick::revertToLastCommit (
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void ) [virtual]
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The element is to set it's current state to the last committed state. To return
if sucessfull, a negative number if not.
Reimplemented from Element.
Definition at line 3047 of file EightNodeBrick.cpp. |
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int EightNodeBrick::revertToStart (
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void ) [virtual]
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The element is to set it's current state to the state it was at before the analysis started. To return
if sucessfull, a negative number if not.
Reimplemented from Element.
Definition at line 3070 of file EightNodeBrick.cpp. |
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int EightNodeBrick::sendSelf (
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int commitTag,
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Channel & theChannel ) [virtual]
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void EightNodeBrick::setDomain (
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Domain * theDomain ) [virtual]
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Sets the encompassing domain of the component to that given by {theDomain}. This method is invoked by {theDomain} when the component is being added to the domain, in an {addDomain..} invocation (see interface for Domain).
Reimplemented from DomainComponent.
Definition at line 2895 of file EightNodeBrick.cpp. |
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Response * EightNodeBrick::setResponse (
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char ** argv,
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int argc,
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Information & eleInformation ) [virtual]
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void EightNodeBrick::set_strain_stress_tensor (
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FILE * fp,
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double * u )
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tensor EightNodeBrick::stiffness_matrix (
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const tensor & K )
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tensor EightNodeBrick::total_disp (
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FILE * fp,
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double * u )
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tensor EightNodeBrick::total_disp (
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void )
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tensor EightNodeBrick::update_stress_strain (
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tensor & disp )
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updates Material point stresses and strains from given displacements.
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void EightNodeBrick::zeroLoad (
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void ) [virtual]
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The documentation for this class was generated from the following files:
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Copyright