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1、金属模拟拉断效果S,Mises(Avg:75%)IT+3.603e+02+3.302e+02+3.002e+02+2.702e+02+2,402e+02+2.101e+02+1.801e+02+1.501e+02+1.201e+029.006e+01H+6.004e+01H-+3.002e+01L+O.OOOe+OO1.建立部件“口QZHgMI靠巴C +G rz皂+t9屯:ETnfOH价 H+ 0 rz* H 电三分段剖分2.材料属性令EditMaterialName:SteeIDuctiIeDamageDescription:SuboptionEditorMaterialBehaviorsD
2、amageEvolutionDuctileDamageDamageEvolutionType:DisplacementDensityElasticPlasticSoftening:LinearDegradation：Maximum7口Usetemperature-dependentdatafieeralMechanicalThermalEleCtriCai/MagneticNumberoffieldvariables:O-DataDisplacementat Failure0.650.251.35OK E MterName： StedDctAm*9e DenptMateA Behavior%D
3、cti D*m9DmCGenerH MeChaniSl Ihermel lectncW/K4agnetc QtherDmyDtribu6ft: Uniform口 Ue tmprtMr-deprdet dUNumber of Sdd variables： 0 ；DUMmDtmity7E-009DuctileDamage口Usetemperature-dependentdataNumber of field variables:DataFractureStrainStressTriaxialityStrainRateEditMaterialName:SteeIDuctiIeDamageDescri
4、ption:MaterialBehaviorsDuctileDamageDamageEvolutionDensityElasticPlasticGeneralMechanicalThermalElectrica!/MagneticOtherPlasticHardening:IsotropicUsestrain-rate*dependentdata0：Usetemperature-dependentdataNumberoffieldvariables:DataYieldPiasticStressStrain1至6:023150.003533250.008643350.0163S3500.0286
5、3650.04573850.0784000.194180.17104300.25建立截面，并赋予属性3.集合4.分析步 EditStepCreateStepName:Step-1InsertnewstepafterInitialNameS*p1TypeDynamic.ExplicitBa9OtherQUse4edma“ndtf*0u9hcvtsepadefinomfromtheprevioustlplclindefinombetowDMProceduretype:GeneralCoupledthermal*electrical-structuralDirectcyclicDynamic,Imp
6、licitExplicitDynamic.Temp-disp,ExplicitGeosUibcHeattransferMassdiffusionContinue.0EdHMassScalingRionCancelIITargtTimIncrementObjectiveSemi-automaticmassscalingOAutomaticmassseelingOReinitMlizemasOD*blemassscalingthroughoutstepAppQtiocRe9i0n:WholemodlOStScAtbeginningofstepOThroughoutstepTypeScalebyfa
7、ctor100O0ScaletoUrgettimeincrementof:5e7Sc4rnentZ“:；IfMowminimumUrgt3；Note:ThsclfactorwillbappliedfirstOKCarKel场变量今 Edit Field Output RequestName:Step:F-Output-IStep-1Procedure:Dynamic,ExplicitDomain： Whole model7 Exterior onlyS.SVAVG.Pe.PeVAVG.PEEQPeQVAVG.LE.U.VARF.CSTRESS.EVF5TATUS Output for reba
8、rOutput at shell, beam, and layered section points: Use defaults O Specify:团 Indude local coordinate directions when available口。出 fiher: AntialiasingOK 参考点的历史变量Frequency:EvenlyspacedtimeintervalsVInterval:20Timing:OutputatapproximatetimesgOutputVnbsSectfromlistbelowOPreSeleCteddefaultsOAllOEditvaria
9、bles回S3teFieldUseTime SDV.Solutiondependentstatevariables FV.Predefinedfieldvariables口MFR.PredefinedflowratesFlUVARM,UserTefinedoutputvariablesEMSF,ElementmassSCalingfactorDENSITY.Materialdensity口DENSITYVAVG,Volume-averagedmterildensity(Eulerianc4ySTATUS.Statu%(somefailureandplasticitymodels：VUMA可11
10、RHo,DemvoftheunreactedexoosiveDatumcsys-1Datumpt-1RP1日bSets(4)SpecunentSurface(臣ConnectorAssignments2，EngineeringFeatureso4Steps(2)IfcFieWOutputRequests(1)HistoryOuntrMftEdtHxyOutpotRe()uMtNmH-OmpMK-2SpcStp-1ProcedureOynAmicEapiidt/JDomJjRPFrwe*cy(ve*cedtimene*vb*tevl200OtptVmUUm与WkctfromfittbowOAPY
11、ddJttOABOt4V4ribbUNR“2:JYfnnt-,AcrSCCaSRHM(M.ftecti*oQ ftM)口RT.RMonIoycmORM.Ke6Amone*tsQQOiHpwtfc*rrOutputatbfl.bnrdlytdWCtionpote:leMJtsOSpc% l*dd*moe*v*UbleQgghM*eggB 8tq :3 JdeM_3 epEditBoundaryConditionName:BC-IType:Symmetry/Antisymmetry/EncastreStep:InitialRegion:Set-2CSVS:(Global)Q人OXSYMM(Ul=U
12、R2=UR3=O)OYSYMM(U2三UR1三UR3三O)OZSYMM(U3=URI=UR2=O)OXASYMM(U2=U3=UR1=O;Abaqus/Stndardonly)OYASYMM(U1=U3=UR2=0：Abaqus/Standardonly)OZASYMM(UI=U2=UR3=0：AbeqUS/Standardonly)OPINNED(UI三U2=U3三O)后N面iJfr应三西rUMNOFiij?而OKCancelIooisPj9insH,口于口口口又1234AA,E丁二N*口性CfcOr=：Mn:RPQCSVS:(Globel)ttAuU2u3团URlQUR2团UR3NtrTh
13、edisplacementboundaryconditionwiHbreppliedint*p.OKSKIEditBoundaryCondition今 Edit AmplitudeName: Amp-IType： Equally spaedrName:BC-3Type:DispIecemenVRotattonStep:Step-1(Dynamic.EJCpSdt)Region:RPQNote:ThedisplacementboundaryconditionHbereappliedinsubsequentsteps.OiCCancelTimespan:SteptimejSmoothing:Use
14、solverdefaultOSpecify:AmplitudeDatoBaselineCorrectionFbcedinterval:1TimC/FrequencyAmplitudeOK7.划分网格MeshControlsElementShapeHexOHex-dominatedC)TetOWedgeTechnique0Asis,FreeAlgorithm/()Medialai/OStructuredSweepOBottom-upOMultiple0MinimizethemeshtransitionQOAdvancingfront0Usemappedmeshingwhereappropriat
15、eRedefineSweepPath.AssignStackDirection.DefaultsCancel令GlobalSeedsSizingControlsApproximateglobalsize:0CurvaturecontrolMaximumdeviationfactor(0.0Vh/LV1.0):0.1(Approximatenumberofelementspercircle:8)MinimumsizecontrolByfractionofglobalsize(0.0min1.0)0.1OByabsolutevalue(0,0minglobalsize)0.1Defaults Ev
16、nnt Typeleme Ubrory OSundxd Gomric Ordr Uneer OQUadretiCWtWVt KX1 IUEIemM 0n:S9ib*mode*TnOUxdeWlYwrONoOUsenrIxAvicoty:NotKToeCorCrok,fromthemainmerubr.i*q而m1I CreateI8 .提交任务NameModelTypeStatusWriteInputISteeIDuctiIeDamageModel-1FullAnalysisNoneSubmitMonitor.Results三令JobManagerCopy.Rename.Delete.Dism
17、issS,Mises(Avg:75%)+3.603e+02+3.302e+02+3.002e+02+2.702e+02+2.402e+02+2.101e+021.801e+02+1.501e+02+1.201e+02+9.006e+01+6.004e+01+3.002e+01+0.000e+009 .后处理HistoryOutputVariablesSteP5rme*OutputVarUblMN4mefilterOBricErgyALlMforWboModelCreeponenergy:AUCDforWhoieModelQonenergy:MlDMDeorVrtoeModdLrterndWOd
18、CALLWKforWholeModdFfiCti8cortALLVDforoleModdDivmtOperateonXYData三nt*r11xprtionbytypdMctin9XYDaUandOprMorsblow.E5pl.2EZope(VDU-2,XVD4)Z5YDM-5combine(temp-2*.*.teUOperators115Lj曰E3后虺色PomaryBISEilMiSeSBiMA、囚fees-一区ReSUAModule:VisualizationYSessionDatagCSxl.E3圉ileMOdelVieJKPOrtYieWBeSUItlotAnimateRgportQption25.IemP_3Paths%3：R4.R：DisplayGroups(1)鼻FreeBodyCutsStreams朗窗BMoviesImagesO-S8：4gOutputDatabases(1)IIgModelDatabase(1)口Spectrums(7)lHXYPlots(3)QgXYData20.-Ir、匕乂IPIQ:,:1.二-二一|工0一二一二二、*
