




已阅读5页,还剩33页未读, 继续免费阅读
版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
Thefollowingtopicsarecoveredinthislesson.Lessoncontent:ContactPropertiesWorkshop4:DiskForgingAnalysis(IA)Workshop4:DiskForgingAnalysis(KW),Lesson5:ContactProperties,2hours,Bothinteractive(IA)andkeywords(KW)versionsoftheworkshopareprovided.Completeonlyone.,ContactProperties,Pressure-OverclosureModelsFrictionModelsFrictionEnforcement,Pressure-OverclosureModels(1/8),InAbaqus/Standard,thedefaultpressure-overclosuremodelis“hard”contact“Hard”contactisdepictedbelow.,Pressure-OverclosureModels(2/8),Alternativesto“hard”contactThealternativestohardcontactinclude:“SoftenedcontactContactwithoutseparationUser-definedbehavior(notdiscussedhere),Pressure-OverclosureModels(3/8),SoftenedcontactSoftcontactisusefulasanapproximationofsurfaceconditions.Examples:SurfacecoatingsGasketsLayingapipeontothemuddyseabed,wheretheseabedisthesoftenedsurfaceThreetypes(usingdirectenforcementonly)ExponentialTabularLinear,*SURFACEINTERACTION*SURFACEBEHAVIOR,PRESSURE-OVERCLOSURE=.,Pressure-OverclosureModels(4/8),ExponentialformatThecontactpressurebetweensurfacesincreasesexponentiallywhenthepenetration(overclosure),h,islessthan6c:Atpenetrationsgreaterthan6c,thepressure-overclosurerelationshipislinear.Surfacescomeintocontactwhenclearancemeasuredinthenormaldirectionreducestoc.Bothcandpomustbepositive.,*SURFACEINTERACTION*SURFACEBEHAVIOR,PRESSURE-OVERCLOSURE=exponentialc,po,Pressure-OverclosureModels(5/8),TabularformatInputdatapairs(pi,hi)todefineapiecewiselinearrelationshipbetweenpressureandoverclosure.p1=0,sothefirstdatapairis(0,h1).h1mustbenegative,indicatingaclearance.Datamustbeenteredsuchthatpiandhiincreasemonotonically.Foroverclosuregreaterthanthelastvalueofh,Abaquswillusethestiffnessofthelastpiecewiselinearsegment.,*SURFACEINTERACTION*SURFACEBEHAVIOR,PRESSURE-OVERCLOSURE=tabularpi,hi,Pressure-OverclosureModels(6/8),Linearformat*SURFACEINTERACTION,NAME=name*SURFACEBEHAVIOR,PRESSURE-OVERCLOSURE=linearslopeofthep-hcurve,Pressure-OverclosureModels(7/8),SoftenedcontactcompatibilitychecksAlinearizedcontactstiffnessisusedforeachNewtoniteration.Deviationfromthetruepressurevs.overclosurecurveisquantifiedbytheincompatibility“error,”whichisconsideredintheconvergencecheck.ThisisNOTaruntimeerror;itsroleinestablishingthecorrectcontactstateisanalogoustothatplayedbyaforceresidualindeterminingforceequilibrium.Thefigureaboveshowsanexampleusingtheexponentialformat.,Pressure-OverclosureModels(8/8),ContactwithoutseparationUsefulformodelingtruly“sticky”conditions(adhesives).Thisfeaturecausesthesurfacestobebondedforthedurationofananalysisoncecontactisestablished.Onlynormalcontactisaffectedrelativeslidingisstillallowed.Oftenusedwiththeroughfriction.Usage:*SURFACEINTERACTION*SURFACEBEHAVIOR,NOSEPARATION,FrictionModels(1/15),CharacteristicsoffrictionFrictionalshearstressesmaydevelopatacontactinterfaceifthetwocontactingbodieshaveroughsurfaces.Ifthefrictionalshearstressesreachacriticalvalue,thebodieswillslide.Frictionisahighlynonlineareffect.Solutionsaremoredifficulttoobtainwithfrictionalproblemsthantheyarewithfrictionlessproblems.Donotusefrictionunlessitisphysicallyimportanttodoso.Frictionisnonconservativeunsymmetricequationsystem.Abaqus/Standardwillautomaticallyusetheunsymmetricsolverwhenm0.2orwhencontactpressuredependencyisdetected.,FrictionModels(2/15),Onslipreversalapointcaneitherstick(a)orexhibitreverseslip(b).Formultiplecontactpointsstick-slipbehaviorisinterdependent.Thegeometryofthecontactingbodiesoftenmakestheshear(frictional)andnormal(contact)stressesstronglyinterdependent,makingitmoredifficulttoobtainaconvergedsolution.,FrictionModels(3/15),FourfrictionmodelsareavailableinAbaqus:IsotropicCoulombfriction(withshearstresscap)AnisotropicCoulombfriction(withshearstresscap)ExponentialformwheremsdecaystomkexponentiallyUser-defined(notdiscussedhere),FrictionModels(4/15),IsotropicCoulombfrictionCoulombfrictionisthestandardfrictionmodelimplementedinAbaqus.Tworegimes,governedbythevalueofStick:norelativeslidingwhenteqtcrit.Slip:slidingoccurswhenteq=tcrit.,Notethatt1andt2representtheorthogonalcomponentsofshearstressin3D,FrictionModels(5/15),Thecriticalstressisproportionaltonormalcontactpressure:tcrit=mp.mistheuser-definedcoefficientoffrictionandcanbedefinedintermsofslipvelocity,contactpressure,temperature,andfieldvariable.,FrictionModels(6/15),SyntaxforCoulombfrictionmodel:*SURFACEINTERACTION,NAME=name*FRICTION,TAUMAX=tmaxAnoptionalmaximumshearstressisgivenusingTAUMAX:tcr=min(mp,tmax).tmaxisoftentakenastheshearyieldstressoftheunderlyingmaterial.,FrictionModels(7/15),DefiningisotropicCoulombfrictioninAbaqus/CAE,FrictionModels(8/15),AnisotropicfrictionWithanisotropicfrictionthedefinitionofteqchanges:m1andm2arefrictioncoefficientsinthetwosurfacedirections.istheequivalentfrictioncoefficient.Ifacaptmaxisspecified,thecapsontheindividualcomponentsare,FrictionModels(9/15),Usage:*SURFACEINTERACTION*FRICTION,ANISOTROPIC,TAUMAX=tmax,LAGRANGEAnaveragemaximumshearstress(asinthedefinitionofteqabove)canbespecifiedusingTAUMAX.Thedirectionsofanisotropyarealongtheslipdirectionst1andt2,whicharediscussedonthefollowingpages.,FrictionModels(10/15),DefaultslipdirectionsonsurfacesTheslipincrementfollowsfromDg=tDu,wheretistheslipdirection.Bydefault,theslipdirectionsaredefinedasfollows:Fortwo-dimensionalcontactsurfaces,theslipdirectiontisobtainedbya90clockwiserotationofthecontactdirectionn.Forslavesurfacesdefinedonbeamelementsinspace,thefirstslipdirection,t1,isalongthebeamaxisandthesecondslipdirection,t2,istransversetoit.,FrictionModels(11/15),Formostthree-dimensionalsurfaces,theslipdirections,t1,arethesameasthematerialdirectionsandarefoundby:t1=projectionofglobalx-axisontothemastersurfaceandt2=nt1.Ifthex-axisiswithin0.01ofthecontactdirection,theprojectionoftheglobalz-axisisusedinstead.,FrictionModels(12/15),User-definedslipdirectionsonsurfaces(contactpairsonly)Alternativesurfacedirectionsforthepurposeofprescribingananisotropictangential-contact-interactionmodelorviewingcontactoutputmaybedefinedforthree-dimensionalcontactproblems.Ingeometricallynonlinearanalyses,thesurfacedirectionsrotatewiththesurfaceonwhichthedirectionsweredefined.,FrictionModels(13/15),Usethe*ORIENTATIONoptiontodefinealternativesurfacedirections*SURFACE,NAME=SLAVEdatalinestodefinesurface*SURFACE,NAME=MASTERdatalinestodefinesurface*CONTACTPAIR,INTERACTION=GRATESLAVE,MASTER,ORIENTdefinesdirectionsontheslavesurfaceSLAVE,MASTER,ORIENTdefinesdirectionsonthemastersurface*ORIENTATION,NAME=ORIENTdatalinestodefinetheorientation*SURFACEINTERACTION,NAME=GRATEdatalinestodefinetheinteraction,*ThisfeatureisnotyetsupportedinAbaqus/CAE,FrictionModels(14/15),NonlinearfrictioncoefficientsThefrictioncoefficientsforeithertheisotropicortheanisotropicfrictionmodelscanbemadenonlinearfunctionsoftheequivalentslipvelocityofthenode,theaveragesurfacetemperature,ortheaveragefieldvariablevalue,Forthree-dimensionalcontactpairstheequivalentslipvelocityisdefinedasTheaveragesurfacetemperature(orfieldvariable)iscalculatedusingthevalueofthevariablefromeachsurface:Ifmisafunctionoffieldvariables,theDEPENDENCIESparametermustbeusedonthe*FRICTIONoptiontospecifythenumberoffieldvariabledependencies.,FrictionModels(15/15),KineticfrictionmodelThestaticfrictioncoefficient(ms)isoftendifferentfromthekineticfrictioncoefficient(mk),whichopposesestablishedslipping.Itisassumedthatthefrictioncoefficientdecaysexponentiallyfromthestaticvaluetothekineticvalueaccordingtotheformulawheredcisthedecaycoefficient.Twomethodsfordefiningthismodel:Providethestatic,kinetic,anddecaycoefficientsdirectly.Usetestdatatofittheexponentialmodel,*SURFACEINTERACTION*FRICTION,EXPONENTIALDECAY,FrictionEnforcement(1/11),TwoFrictionEnforcementmethodsareimplementedinAbaqus:Penaltymethod(default)LagrangemultipliermethodThemostcommon(anddefault)combinationofmodel/methodisisotropicCoulombfrictionmodelusingthepenaltyenforcementmethod.,FrictionEnforcement(2/11),PenaltymethodIdealbehaviornoslip(relativesliding)during“stick.”Bydefault,Abaqususesanadaptivepenaltymethod.Itapproximatesstickwithstiffelasticbehavior.Smallelasticslip,gcrit,ispermittedbeforeteq=tcrit.,FrictionEnforcement(3/11),DefineG=penaltystiffness(t=Gg).Ideally,G=.Instead,Gisadaptedcontinuouslydependingonnormalpressureandthefrictioncoefficient.,FrictionEnforcement(4/11),Criticalshearstress,tcr,isafunctionofnormalpressure,p,andthefrictioncoefficient.Bydefault,elasticslip,gcr,isasmallfraction,Ff,ofthecharacteristiccontactsurfacefacedimension,Youcancontrolgcr(seebelow).Thechoiceofelasticslip,gcr,involvesatrade-off:Smallergcrhighersolutionaccuracy,slowerconvergence.Largergcrlowersolutionaccuracy,fasterconvergence.Threeoptionsareavailableforcontrolofgcr.,FrictionEnforcement(5/11),Option1:DefaultvalueofgcrchosenbyAbaqusAbaqusscansallcontactslavesurfacesandcalculatesacharacteristiccontactsurfacefacedimension,wherethesliptoleranceFf=0.005.Ff=0.005isconservativeformostcasesandbalancesaccuracyandefficiency.Usage(thisoptionisthedefault):*SURFACEINTERACTION,NAME=name*FRICTIONm,FrictionEnforcement(6/11),Option2:SameasOption1,butwithuserspecificationofFf.Usewithcare:AlargevalueofFfmayyieldaninaccuratesolution.Asmallvaluemaycauseconvergenceproblemsand/oraninefficientsolution.Usage:*SURFACEINTERACTION,NAME=name*FRICTION,SLIPTOLERANCE=Ffm,FrictionEnforcement(7/11),Option3:Userspecifiesabsolutemagnitudeofgcr.UsefulwhenAbaquscannotcalculateareasonablevalueofNode-basedcontact(nodesetshavenofaces).Modelsinwhichcontactsurfacefacedimensionsvarygreatly.Contactsurfacesalongbeamelements,wherecross-sectionaldimensionsmaybemoreimportantthansegmentlengthindeterminingallowableelasticslip.Modelswithveryrefinedmeshes,inwhichthedefaultvalueofgcristoosmall.Usage:*SURFACEINTERACTION*FRICTION,ELASTICSLIP=gcrm,gcrit,FrictionEnforcement(8/11),LagrangemultipliermethodAnoptionalLagrangemultiplierformulationtoenforceexactstickingconditionsisavailableinAbaqus.Onlyavailableforcontactpairs.Thismethodenforceszerorelativeslipduringstick.LagrangefrictionisnotrecommendedfortheAugmentedLagrangeorPenaltycontactenforcementmethods.Theexactsatisfactionofthefrictionconstraintsisinconsistentwiththeapproximatesatisfactionofthecontactconstraints.Itisintendedforproblemswhereaccurateresolutionofstick/slipbehaviorisofutmostimportance.Example:frictionpresentinrollingcontactbetweentwoelasticbodies(frettingproblems).Typicalmetalformingapplicationsdonotrequiresuchcloseattentiontostick/slipdetail.,FrictionEnforcement(9/11),Thisoptionisattractivebecauseoftheexactstickingconstraint,butithastwodisadvantages:AdditionalLagrangemultipliersincreasetheanalysiscost.RigidconstraintstendtosloworsometimespreventconvergenceoftheNewtonmethod.Convergenceproblemsareparticularlylikelywhenstick/slipandcontactconditionsatneighboringpointsareinterdependent.Usage:*SURFACEINTERACTION,NAME=name*FRICTION,LAGRANGEm,FrictionEnforcement(10/11),Roughfriction“Rough”frictionisimplementedusingtheLagrangemultipliermethod.Norelativemotioncanoccurwhilesurfacesareincontact.Physicallycorrespondstom=.Onlyavailableforcontactpairs.RoughfrictionisnotrecommendedfortheAugmentedLagrangeorPenaltycon
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- T/CNHAW 0009-2022儿童青少年近视精准防控临床中心基本要求
- 2025年医疗健康行业人工智能技术应用前景研究报告
- 2025年文化创意产业文化创意产品市场前景分析报告
- 2025年智能化交通系统发展趋势与市场前景研究报告
- 常山县2025年浙江衢州常山县“英才荟”事业单位紧缺急需人才招聘18人(事业编制)笔试历年参考题库附带答案详解
- 2025年区块链技术在物流行业的应用前景研究报告
- 天津市2025天津市地质矿产勘查开发局所属事业单位第二次招聘(含高层次人才)29人笔试历年参考题库附带答案详解
- 国家事业单位招聘2025国家海洋信息中心考察对象笔试历年参考题库附带答案详解
- 国家事业单位招聘2025中国大洋矿产资源研究开发协会(中国大洋事务管理局)招聘应届毕业生拟笔试历年参考题库附带答案详解
- 南宁市2025广西南宁市良庆区经济贸易和信息化局招聘1人笔试历年参考题库附带答案详解
- 人教版高中地理必修第一册第一章宇宙中的地球第一节地球的宇宙环境练习含答案
- 星地激光通信技术-洞察分析
- 诊所中药饮片清单汇编
- 《室外管网工程施工》课件
- 餐饮外卖窗口改造方案
- 糖尿病足报告
- 国有企业战略使命评价制度
- 吊车施工专项方案
- 合规风险管理制度
- 病毒课件教学课件
- 9月30日烈士纪念日缅怀先烈功绩弘扬先烈精神课件
评论
0/150
提交评论