金屬模擬拉斷效果

S,Mises

(Avg:75%)

1+3.603?+02

+3.302e+02

+3.002e+02

+2.702e+02

+2.402e+02

+2.101e+02

+1.801e+02

+1.501e+02

+1.201e+02

+9.006e+01

+b.UU4e+Ul

+3.002e+01

+0.000e+00

1.建立部件

令C，“t?PartX

NameSptcimtri

ModefingSpac*

@3。O20PhntrOAxis>r?m?nc

TypeOptions

@Deformable

On^d

Noneavailable

OAnalyticalrigid

OEulerian

BaseFeature

Shape

?Sd；d6?tru$ion

053RevoMion

OVWre

OPo*?t

Approximatesize:200

Continue-Cancel

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①n

e-

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一s

二

2.材料屬性

令EditMaterial

Name:SteelDuctileDamage

Description:-----------------------

令SuboptionEditor

MaterialBehaviorsDamageEvolution

DuctileDamageType：Displacement7

DamageEvolution

Softening:Linear”

Density

ElasticDegradation:Maximum、

PlasticOUsetemperature-dependentdata

GeneralMechanicalThermalflectrical/MagneticQNumberoffieldvariables:0t

Data

DuctileDamage

Displacement

□Usetemperature-dependentdata

atFailure

Numberoffieldvariables:0：10.65

Data

FractureStrainStressTriaxialit)StrainRate

10.251.351

令EdH

Name：Ste?lCX>ct>bD?m?ge

DescnQtkxM

今€dh

Name：

B?Kavicrs

Dwcnpoorr

Ducti。Damage

DamageEZui8

MaterialB*hrnorvDensity_________________

QudiieDamageEbstic

04m?g.EvokibonPimtk

??n?TPwrm?l^I9ctnc4l/M?gn?t>cQtfwr

LUstk

EUltk

6ewH型JhermWtlectncaVM4^neticTypeIsotfopkg

□UwdMA

Oeniity

Number?4fieW0t

Dioributiort:Un^orm&

Modulitimescab(forMscodastkity):lorg-term▼

□5?—jy

□Noccmpres&on

NumJ“￡?M0：

□Notemioe

Data

CX?U

MauYoung's/Foisson'c

Density

ModulusRatio

17.8E-OW

21000003

令EditMaterial

Name:SteelDuctileDamage

Description:

MaterialBehaviors

DuctileDamage

DamageEvolution

Density

Elastic

Plastic

GeneralMechanicalIhermal￡lcctrical/MagneticOther

Plastic

Hardening:Isotropicv

□Usestrain-rate-dependentdata

□Usetemperature-dependentdata

Numberoffieldvariables:0:

Data

YieldPlastc

StressStrain

1i3100

23150.0035

33250.0086

43350.0163

53500.028

63650.045

73850.07

84000.1

94180.17

104300.25

建立截面，并賦產屬性

3.集合

4.分析步

令CreateStepX今EditStep

Name:Step-1H*ne:Step-1

T>pe:Dyromk.￡KP(C?

Incertnewstepafter

6?UcIncrtnwrtMiondi”Other

CUte3rd,tfvoughoutstep,demotions

fromtheprvMOutft?p

?U853cgde?rrti<x>5below?一

Fr?qu4f)cy/TargetTime

Increment

Proceduretype:General

Coupledthermal-electricaI-structuralA

Directcyclic

Dynamic,Implicit

amic.Explicit

Dynamic,Temp-disp,Explicit

Gcostatic

Heattransfer

Massdiffusion

Continue.^Cancel

Objective

?Semi?automaticmassscaling

OAutomaticm>MRuling

ORetnitUlize

ODisablemassscalingthroughoutstep

Application

Region：@Wholemod"OSet

Scale:?AtbeginningofstepOThroo9hovtstep

3

B$C4lebyUctoc1000

0Scaletotorgettimeincrementof:5e-7

Scaledementma-Ifbeiowminimumtargeta

Note:The-IeUc?orwillbeappliedfirst

Frequency

eqwlintervals

OKCaned

場變量

令EditFieldOutputReqi*estX

Name：F-Output-1

Step:Step-1

Procedure:Dynamic.Expficit

Dozin：Wholemo<W▼□Exteriorcxily

Frequency:Evenlyspacedtimeintervals▼Interval：20

Timing:Outputatapproximatetimes?

OutputVariables

@SelectfromSstbelowOPreseleceddefaultsOAllOEditvariables

S.SVAVG.P€.PEVAVG.PEEQ.PEEQVAVG.LE.U.V.A.RF.CSTRESS.EVF.STATUS

▼回State/FeldA)R/Time

□SDV,Solutiondependentstatevariable%

□FV.Pr*d*fin*dvAri^ibU<

OMFR.Predefinedrrussflowrates

OUVARM.User-definedoutputvariables

□EMSF.Elementmassscaingfactor

k□DENSITY.Materialdensity

、QDENSITYVAVG,Volume-jveragedmaterialdensity(Eulerianonly

0'STATUS.Sutus(wmefalurcandvVUMAT)(

FlRHO€.Densityoftheunreactedexplosivev

<>

OOutputforrebar

Outputatshell,beam,andlayeredsectionpoints:

?UsedefaultsOSpecify:

0Includeloadcoordinatedirectionswhenavailable

□Applyfiber:Antiaqdng

OKCancel

參考點的歷史變量

由teReidOutputRequests(1)

閨SRHistoryOutputRequests(1)

HTimePoints

ft—Al￡ATxctisC

勝滑I

匕A外相501

□Q□口

d,?o

f￡fc^t(s

*Qfcupi

?ctitf

?b>Xt?f4TOj

>O3￡.□□13

a7土

8i^-74￡二□□□□￡)□7

tiS0s『i

rTXiFpHSIS13i

l*?n9

1Oic

m-T2

--i

nf

sa

pf

io^

tMf

o

t>

o

m

>

5.接觸一一建立耦合

建立參考點

設置輔助點

設置參考點

建立coupling接觸

6.載荷

/LilULJ人1Z34々，

令EditBoundaryConditionX

Name:BC-1

Type:Symmetry/Antisymmetry/tncastre

Step:Initial

Region:Sct-2

CSYS:(Global)Q又

OXSYMM(UI=UR2=UR3=0)

OVSYMM(U2=URI=UR3=0)

OZSYMM(U3=UR1=UR2=0)

OXASYMM(U2=U3=UR1=0：Abaqus/Standardonly)

OVASYMM(U1=U3=UR2=0;Abaqus/Standardonly)

OZASYMM(UI=U2=URS=0;Abaqus/Standardonly)

OPINNED(UI=U2=U3=0)

由MNCASTREa?^^二詞=而花?臉?誦工⑤

Cancel

>loeHHelpV

Jl/tutUiJA1234\與d

二…一弋?7..??.?-二

(ZModd-1Seepif^

令CreateBoundaryCondition

Name:

Step:Initial0

Procedure:

V?

CategoryTypesforSelectedStepN

?

(S)MechanicalWymrv?ZryTAnt；vymEMry/FfVKV，"?

?

??

DispUcerrent/Rotation」

OFluid?

z.

Velocity/Angularvelocity.

OElectrical/Magnctic.

Acceleration/Angularacceleration.

OOther.

ConnectordispUcement.

.

Connectorvelocity.

.

Connectoracceleration.

4:;

?

;

ContinueMCancel

今E&BoundaryCondition

Name:BC-2

TypeDi卬皿*沁仁

Step:Initial

ReportRPQ

CSVS:(Global)a人

0U1

□U2

0U3

0UR1

0UR2

0UR3

NOU:ThedlpUcementboundaryconditko

willbere^ppSedinwbtequentsteps.

OKCancel

令EditBoundaryConditionX

Name8C-3

Type:Di$pl?ce<neM/RoUt?on會EditAmplitude

Step：Step-1(Dynamic,Explicit)Name：Amp-1

Region：RPQType:Equally

Timespan：Steptimep

Smoothing:

?Usesolverdefault

AmplitudeDataBaselineCorrection

Axedinterval：1

Time/FroqucncyAmplitude

0

Note:Thedisplacementboundarycondition

willbereappliedinsubsequeitsteps.

OKCornel

7.劃分網格

::1上..,

令MeshControlsX

ElementShape

酩注@HexOHex-dominatedOTetOWedge

TechniqueAlgorithm

OAsis(§)^Medialaxid

當她

OFree□0Minimizethemeshtransition:Q

OStructuredOAdvancingfront

@SweepEUsemappedmeshingwhereappropriate

OBottom-up

OMultiple

&的

RedefineSweepPath...AssigrStackDirection...

OKDefaultsCancel

今GlobalSeedsX

SizingControls

Approximateglobalsize:3

0Curvaturecontrol

Maximumdeviationfactor(0.0<h/L<1.0):0.1

(Approximatenumberofelementspercircle:8)

Minimumsizecontrol

?Byfractionofglobalsize(0.0<min<1.0)0.1

OByabsolutevalue(0.0<min<globalsize)0.1

ApplyDefaults

今ElementType

M>Strew

Acoustic

GeometricOrderCohewve

?OQuaWcCorftruumShdl

HexW?d9?T?<

0Reducedinte9rMion口IncompMfclemodes

ElementCcrtrok

Q5vwiwun?opmsE：”5c。—、L?nru

Gitenor|nmeJ-櫛||Kewd：|ca,k

<M?t>O0：O5,de<?ut?No

MMD?9r?datran:OgUmi*?$9?dlyQ96

ScaMgUCTBI：hour。—卜UneMtwlkygy:1Qu8cAlev^cowty:1]

<>

C3D8HAn8*nodekeafbrick,reduced*2968Kourghitcontrol.

NoteTojc^eciandememshape<ormwhir^.

??Uct>Cortrok*fromthemainrrwrubar.

D?f?utes

8.提交任務

今JobManagerX

NameModelTypeStatusWriteInput

SteelDuctileDamageModel-1FullAnalysisNone

DataCheck

Submit

Monitor...

Results

削

Create...Edit..Copy...Rename...Delete...Dismiss

S,Mises

+3.603e+02

+3.302e+02

+3.002e+02

+2.702e+02

+2.402e+02

+2.101C+02

+1.801e+02

+1.501e+02

+1.201e+02

+9.006e+01

+6.004e+01

+3.002e+01

+0.000e+00

9.后處理

V?ri?bk?

OutputVarUbkt

N?mefiter。

具Mcidstrain

Cre?pd*5si(>3C>onenergy:AU.CDforlAodd

Dazge360cenerqy：AU.DMDforW>@eModel

Externalwork：ALIWK<?rModd

Fric*on?l點3a??AUFD-WW<MwM

Irt*nMl9<wrgy:ALU€(orW?oWMo<M

lGr?tkenergy:ALIKEforWhoWModd

Ptasdc如“吊一ALLPOforW?okModel

Re*ctic<sforceRF2Pl:rootAssemblyNode：ioNSETRP

SQMUIdrtp/4<e<neotU2Pl:rcxXAssemWyhbde1inNS￡TRM^

Strainenerqy：AU.SEforWholeModel

ToolenergyoftheovtjxXKHOTAlfcr^hdeModel

V9KOUSdisfipMk>n:AUVOforWholeModel

PkxDHrniw