#include "node.h"#include "load.h"Include dependency graph for elm.h:

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Data Structures | |
| struct | _rezone |
| struct | _tensor |
| struct | _ptensor |
| struct | _derivrst |
| struct | _order |
| struct | _element |
| struct | _elmclass |
Defines | |
| #define | ElmInit(type) |
| #define | ElmNew(type, label, matid, itord, tckid, elm, list, n) |
| #define | ElmFree(elm) |
| #define | ElmRead(elm) |
| #define | ElmReadInitStress(elm) |
| #define | ElmReadProfile(elm) |
| #define | ElmMass(elm, mm) |
| #define | ElmRigidCoeff(elm) (*ElmClass[elm->type].rigidcoeff)( elm ) |
| #define | ElmLoad(elm, type, key, noi, noj, nok, nol, q1x, q1y, q1z, q2x, q2y, q2z, q3x, q3y, q3z, q4x, q4y, q4z) |
| #define | ElmConnect(elm, conn) |
| #define | ElmSetConnect(elm, conn) |
| #define | ElmUpdateConnect(elm) |
| #define | ElmNumNodes(elm, num) |
| #define | ElmGravity(elm, qx, qy, qz) |
| #define | ElmAssVector(elm, gm, em) |
| #define | ElmStressStrain(elm, dt, u, y, stre, stra) |
| #define | ElmTimeStep(elm, dt) |
| #define | ElmInterForce(elm, gv, ev) |
| #define | ElmWriteStress(elm, f, u, v) |
| #define | ElmWriteNodalResults(elm, f, t) |
| #define | ElmWriteGaussResults(elm, f, t) |
| #define | ElmWriteGaussVectorResults(elm, v, f, t) |
| #define | ElmUpdateStress(elm, dt, v, str) |
| #define | ElmPercForce(elm, pf) |
| #define | ElmSetPressure(elm, pot) |
| #define | ElmSetInitStress(elm, str) |
| #define | ElmViscoForce(elm, ts, gv, ev) |
| #define | ElmJacobian(elm, j, i) |
| #define | ElmVolume(elm, v) |
| #define | ElmKMatrix(elm, k) |
| #define | ElmGetDof(elm, u, index) |
| #define | ElmGetInc(elm, inc, index) |
Typedefs | |
| typedef _rezone | sRezone |
| typedef _tensor | sTensor |
| typedef _ptensor | sPTensor |
| typedef _derivrst | sDerivRST |
| typedef _order | sOrder |
| typedef enum _elmtype | eElmType |
| typedef _element | sElement |
| typedef _elmclass | sElmClass |
Enumerations | |
| enum | _elmtype { T3, Q4, BRICK8, TETR4, INFINITE, INTERFACE, LINE2, DKT, NumElmTypes } |
Functions | |
| void | ElementInit (void) |
| void | ElementFree (void) |
| void | ElementBuildAdjacence (void) |
| void | PrincipalTensordInitStress (sTensor *, sPTensor *) |
| void | PrincipalTensor (sTensor *tensor, sPTensor *ptensor) |
| void | ElementOffPlaneStress (double, sTensor *) |
| void | ElementInitTensor (sTensor *) |
Variables | |
| sOrder * | IntOrder |
| double * | Thickness |
| sElmClass | ElmClass [NumElmTypes] |
| sElement ** | ElmList |
| int | NumElements |
| int | NumIntOrder |
| int | NumThickness |
| int | NumRezones |
| sRezone * | Rezone |
| #define ElmAssVector | ( | elm, | |||
| gm, | |||||
| em | ) |
| #define ElmConnect | ( | elm, | |||
| conn | ) |
Value:
Definition at line 221 of file elm.h.
Referenced by _checkPointInExtrem(), _curvePolySlide(), _curveSlide(), _curveToGlobal(), _curveToLocal(), BRICK8AssVector(), ConstCurveBuild(), ConstCurveRead(), ConstShotBuild(), ConstSurfaceBuild(), DKTAssVector(), DoRezone(), ElementBuildAdjacence(), EvaluateTolerance(), INFINITEAssVector(), INTERFACEAssVector(), LINE2AssVector(), PolyInvSurf(), PrescribedValues(), Q4AssVector(), StandardVEViscoForces(), T3AssVector(), TETR4AssVector(), and UpdatePrescribedValues().
| #define ElmFree | ( | elm | ) |
Value:
Definition at line 191 of file elm.h.
Referenced by ConstCurveFree(), ConstShotFree(), ConstSurfaceFree(), and ElementFree().
| #define ElmGetDof | ( | elm, | |||
| u, | |||||
| index | ) |
| #define ElmGetInc | ( | elm, | |||
| inc, | |||||
| index | ) |
| #define ElmGravity | ( | elm, | |||
| qx, | |||||
| qy, | |||||
| qz | ) |
Value:
Definition at line 237 of file elm.h.
Referenced by PrescribedValues(), and UpdatePrescribedValues().
| #define ElmInit | ( | type | ) |
| #define ElmInterForce | ( | elm, | |||
| gv, | |||||
| ev | ) |
| #define ElmJacobian | ( | elm, | |||
| j, | |||||
| i | ) |
Value:
Definition at line 293 of file elm.h.
Referenced by _curveSlide(), _curveToGlobal(), _curveToLocal(), ConstCurveBuild(), ConstShotBuild(), ConstShotGlobal(), ConstShotLocal(), and ConstShotSlide().
| #define ElmKMatrix | ( | elm, | |||
| k | ) |
| #define ElmLoad | ( | elm, | |||
| type, | |||||
| key, | |||||
| noi, | |||||
| noj, | |||||
| nok, | |||||
| nol, | |||||
| q1x, | |||||
| q1y, | |||||
| q1z, | |||||
| q2x, | |||||
| q2y, | |||||
| q2z, | |||||
| q3x, | |||||
| q3y, | |||||
| q3z, | |||||
| q4x, | |||||
| q4y, | |||||
| q4z | ) |
Value:
if(ElmClass[elm->type].load != 0L ) \ (*ElmClass[elm->type].load)( elm, type, key, noi, noj, nok, nol, \ q1x, q1y, q1z, q2x, q2y, q2z, q3x, q3y, q3z, q4x, q4y, q4z )
Definition at line 216 of file elm.h.
Referenced by PrescribedValues(), and UpdatePrescribedValues().
| #define ElmMass | ( | elm, | |||
| mm | ) |
| #define ElmNew | ( | type, | |||
| label, | |||||
| matid, | |||||
| itord, | |||||
| tckid, | |||||
| elm, | |||||
| list, | |||||
| n | ) |
Value:
Definition at line 187 of file elm.h.
Referenced by _NfiReadElementBRICK8(), _NfiReadElementDKT(), _NfiReadElementINFINITE(), _NfiReadElementINTERFACE(), _NfiReadElementLINE2(), _NfiReadElementQ4(), _NfiReadElementT3(), _NfiReadElementTETR4(), ConstCurveRead(), ConstShotRead(), and ConstSurfaceRead().
| #define ElmNumNodes | ( | elm, | |||
| num | ) |
Value:
Definition at line 233 of file elm.h.
Referenced by ConstCurveBuild(), ConstShotBuild(), DoRezone(), ElementBuildAdjacence(), PrescribedValues(), StandardVEViscoForces(), and UpdatePrescribedValues().
| #define ElmPercForce | ( | elm, | |||
| pf | ) |
| #define ElmRead | ( | elm | ) |
Value:
Definition at line 195 of file elm.h.
Referenced by _NfiReadElementBRICK8(), _NfiReadElementDKT(), _NfiReadElementINFINITE(), _NfiReadElementINTERFACE(), _NfiReadElementLINE2(), _NfiReadElementQ4(), _NfiReadElementT3(), _NfiReadElementTETR4(), ConstCurveRead(), and ConstSurfaceRead().
| #define ElmReadInitStress | ( | elm | ) |
Value:
(( ElmClass[elm->type].readinitstr != 0L ) ? \ (*ElmClass[elm->type].readinitstr)( elm ) : \ 0 )
Definition at line 199 of file elm.h.
Referenced by _NfiReadLoadCaseDomainInitStressUni().
| #define ElmReadProfile | ( | elm | ) |
Value:
if( ElmClass[elm->type].readprofile != 0L ) \ (*ElmClass[elm->type].readprofile)( elm )
Definition at line 204 of file elm.h.
Referenced by _NfiReadElementProfileBRICK8(), _NfiReadElementProfileQ4(), _NfiReadElementProfileT3(), and _NfiReadElementProfileTETRA4().
| #define ElmRigidCoeff | ( | elm | ) | (*ElmClass[elm->type].rigidcoeff)( elm ) |
Definition at line 213 of file elm.h.
Referenced by DKTInterForce(), INTERFACEInterForce(), INTERFACEViscoForce(), LINE2InterForce(), LINE2ViscoForce(), T3InterForce(), and T3ViscoForce().
| #define ElmSetConnect | ( | elm, | |||
| conn | ) |
Value:
if(ElmClass[elm->type].setconnect != 0L ) \ (*ElmClass[elm->type].setconnect)( elm, conn )
Definition at line 225 of file elm.h.
Referenced by ConstCurveRead(), and ConstShotRead().
| #define ElmSetInitStress | ( | elm, | |||
| str | ) |
Value:
if(ElmClass[elm->type].setinitstress != 0L ) \ (*ElmClass[elm->type].setinitstress)( elm, str )
Definition at line 285 of file elm.h.
Referenced by LoadCaseAnalysis().
| #define ElmSetPressure | ( | elm, | |||
| pot | ) |
Value:
if(ElmClass[elm->type].setpressure != 0L ) \ (*ElmClass[elm->type].setpressure)( elm, pot )
| #define ElmStressStrain | ( | elm, | |||
| dt, | |||||
| u, | |||||
| y, | |||||
| stre, | |||||
| stra | ) |
Value:
if(ElmClass[elm->type].strstrain != 0L ) \ (*ElmClass[elm->type].strstrain)( elm, dt, u, y, stre, stra )
Definition at line 245 of file elm.h.
Referenced by LoadCaseAnalysis(), and StandardVEViscoForces().
| #define ElmTimeStep | ( | elm, | |||
| dt | ) |
| #define ElmUpdateConnect | ( | elm | ) |
Value:
if(ElmClass[elm->type].updateconnect != 0L ) \ (*ElmClass[elm->type].updateconnect)( elm )
Definition at line 229 of file elm.h.
Referenced by ConstCurveRead().
| #define ElmUpdateStress | ( | elm, | |||
| dt, | |||||
| v, | |||||
| str | ) |
Value:
if(ElmClass[elm->type].updatestress != 0L ) \ (*ElmClass[elm->type].updatestress)( elm, dt, v, str )
| #define ElmViscoForce | ( | elm, | |||
| ts, | |||||
| gv, | |||||
| ev | ) |
Value:
if(ElmClass[elm->type].viscoforce != 0L ) \ (*ElmClass[elm->type].viscoforce)( elm, ts, gv, ev )
Definition at line 289 of file elm.h.
Referenced by StandardVEViscoForces().
| #define ElmVolume | ( | elm, | |||
| v | ) |
| #define ElmWriteGaussResults | ( | elm, | |||
| f, | |||||
| t | ) |
Value:
if(ElmClass[elm->type].writegauresult != 0L ) \ (*ElmClass[elm->type].writegauresult)( elm, f, t )
Definition at line 265 of file elm.h.
Referenced by _NfiWriteResultStep().
| #define ElmWriteGaussVectorResults | ( | elm, | |||
| v, | |||||
| f, | |||||
| t | ) |
Value:
if(ElmClass[elm->type].writegauvecresult != 0L ) \ (*ElmClass[elm->type].writegauvecresult)( elm, v, f, t )
Definition at line 269 of file elm.h.
Referenced by _NfiWriteResultStep().
| #define ElmWriteNodalResults | ( | elm, | |||
| f, | |||||
| t | ) |
Value:
if(ElmClass[elm->type].writendlresult != 0L ) \ (*ElmClass[elm->type].writendlresult)( elm, f, t )
Definition at line 261 of file elm.h.
Referenced by _NfiWriteResultStep().
| #define ElmWriteStress | ( | elm, | |||
| f, | |||||
| u, | |||||
| v | ) |
Value:
Definition at line 257 of file elm.h.
Referenced by HybridAnalysis(), HybridPrintResult(), ImpBFGSAnalysis(), ImpBFGSPrintResult(), ImpLinearAnalysis(), ImpLinearPrintResult(), ImpNRMAnalysis(), ImpNRMPrintResult(), LoadCaseAnalysis(), LoadStepAnalysis(), RezoneAnalysis(), StandardAnalysis(), StandardPrintResult(), StandardVEAnalysis(), StandardVEFlacAnalysis(), and StandardVEFlacPrintResult().
| enum _elmtype |
| void ElementBuildAdjacence | ( | void | ) |
Definition at line 130 of file elm.c.
References ElmConnect, ElmList, ElmNumNodes, LineForce, NumElements, and NumLineForce.
Referenced by PrescribedValues().
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| void ElementFree | ( | void | ) |
| void ElementInit | ( | void | ) |
Definition at line 78 of file elm.c.
References BRICK8, BRICK8Init(), DKT, DKTInit(), ElmClass, ElmInit, ElmList, INFINITE, INFINITEInit(), _elmclass::init, INTERFACE, INTERFACEInit(), LINE2, LINE2Init(), NumElements, NumElmTypes, Q4, Q4Init(), T3, T3Init(), TETR4, and TETR4Init().
Referenced by _NfiReadElement().
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| void ElementInitTensor | ( | sTensor * | ) |
Definition at line 341 of file elm.c.
References _tensor::xx, _tensor::xy, _tensor::xz, _tensor::yy, _tensor::yz, and _tensor::zz.
Referenced by INTERFACESetPressure(), LINE2SetPressure(), and T3SetPressure().
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| void ElementOffPlaneStress | ( | double | , | |
| sTensor * | ||||
| ) |
Definition at line 323 of file elm.c.
References _ptensor::dir1, _ptensor::dir3, PrincipalTensor(), and _tensor::zz.
Referenced by LINE2StressStrain(), Q4StressStrain(), and T3StressStrain().
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Definition at line 164 of file elm.c.
References _ptensor::cos1x, _ptensor::cos1y, _ptensor::cos1z, _ptensor::cos2x, _ptensor::cos2y, _ptensor::cos2z, _ptensor::cos3x, _ptensor::cos3y, _ptensor::cos3z, _ptensor::dir1, _ptensor::dir2, _ptensor::dir3, fn_tp(), NDof, PI, _tensor::xx, _tensor::xy, _tensor::xz, _tensor::yy, _tensor::yz, ZERO, and _tensor::zz.
Referenced by BRICK8WriteGaussResult(), BRICK8WriteGaussVectorResult(), BRICK8WriteNodalResult(), DKTWriteGaussResult(), DKTWriteGaussVectorResult(), DKTWriteNodalResult(), ElementOffPlaneStress(), INFINITEWriteGaussResult(), INFINITEWriteGaussVectorResult(), INFINITEWriteNodalResult(), LINE2WriteGaussResult(), LINE2WriteGaussVectorResult(), LINE2WriteNodalResult(), LINE2WriteStress(), MaxwellUpdateStress(), Q4WriteGaussResult(), Q4WriteGaussVectorResult(), Q4WriteNodalResult(), T3WriteGaussResult(), T3WriteGaussVectorResult(), T3WriteNodalResult(), TETR4WriteGaussResult(), TETR4WriteGaussVectorResult(), TETR4WriteNodalResult(), and TETR4WriteStress().
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Definition at line 27 of file elm.c.
Referenced by BRICK8Init(), DKTInit(), ElementInit(), INFINITEInit(), INTERFACEInit(), LINE2Init(), Q4Init(), T3Init(), TETR4Init(), and UIStart().
Definition at line 28 of file elm.c.
Referenced by _NfiReadElementBRICK8(), _NfiReadElementDKT(), _NfiReadElementINFINITE(), _NfiReadElementINTERFACE(), _NfiReadElementLINE2(), _NfiReadElementProfileBRICK8(), _NfiReadElementProfileQ4(), _NfiReadElementProfileT3(), _NfiReadElementProfileTETRA4(), _NfiReadElementQ4(), _NfiReadElementT3(), _NfiReadElementTETR4(), _NfiReadLoadCaseDomainInitStressUni(), _NfiWriteResultStep(), _TimeIncrement(), BuildAVector(), BuildNodeList(), DoRezone(), ElementBuildAdjacence(), ElementFree(), ElementInit(), HybridAnalysis(), HybridPrintResult(), ImpBFGSAnalysis(), ImpBFGSPrintResult(), ImpLinearAnalysis(), ImpLinearPrintResult(), ImpNRMAnalysis(), ImpNRMPrintResult(), LoadCaseAnalysis(), LoadStepAnalysis(), MassVector(), PercolationForces(), PrescribedValues(), RezoneAnalysis(), StandardAnalysis(), StandardPrintResult(), StandardVEAnalysis(), StandardVEFlacAnalysis(), StandardVEFlacPrintResult(), StandardVEViscoForces(), UIStart(), and UpdatePrescribedValues().
| int NumElements |
Definition at line 29 of file elm.c.
Referenced by _NfiReadElement(), _NfiReadLoadCaseDomainInitStressUni(), _NfiWriteResultStep(), _TimeIncrement(), BuildAVector(), BuildNodeList(), ElementBuildAdjacence(), ElementFree(), ElementInit(), HybridAnalysis(), HybridPrintResult(), ImpBFGSAnalysis(), ImpBFGSPrintResult(), ImpLinearAnalysis(), ImpLinearPrintResult(), ImpNRMAnalysis(), ImpNRMPrintResult(), LoadCaseAnalysis(), LoadStepAnalysis(), PrescribedValues(), RezoneAnalysis(), StandardAnalysis(), StandardPrintResult(), StandardVEAnalysis(), StandardVEFlacAnalysis(), StandardVEFlacPrintResult(), StandardVEViscoForces(), UIStart(), and UpdatePrescribedValues().
| int NumIntOrder |
| int NumRezones |
Definition at line 42 of file elm.c.
Referenced by _NfiReadRezone(), NfiWriteResults(), and RezoneAnalysis().
| int NumThickness |
Definition at line 43 of file elm.c.
Referenced by _NfiReadRezone(), _NfiReadRezoneCaseElement(), and DoRezone().
| double* Thickness |
1.5.1