分析报告Mechanical-Report

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Y s Data 0 1. 0. Ai Data . 0. 1. shTABL 5odl(A4)> eshObect meMeshtteSolvedDfaltPhsics eeenceMchnicRleanceizingUs Advanced iz FncionOffRelevnc CntroarseElemen Siz.50mmIntialSiz Seedtie AsemlySmothinMeiuTrnstiastSaAngle CentrCoarseinum EgeLngt106.0 mInfaos AutmicInflatonNoneIflationOpionSooth TraitinTansition aio.272MaximumLaesrowthRe1.2Infation AorithmrVieAdnce OpionsNoPhConfomin OptsTrang SufacMesherProgram CntolleAdvacdShape Checkgtandard MechnicaElment MdsdeodesPrgra ontrolledtraight ded entsNoNumbr o RerDefa (4)Exr eries For AssebYRigid Body BarDimensionl ReducedeMrinDisaleDefaturngPinh TolranPae efineeneate inch n RfrNAtomati Mesh BsedeaturngnDeeaturing TleraDfaultStatticsNodes6049Elemet127596Msh MricNoneFIGURE Moel (A) > Meh ImageFIGURE2Modl (4) Meh > Imag 2FGRE 3Modl （A4) e > FigreStaic Structral (5)TAB 6Modl (A4) > AnalysiOjet NameSatic ructual (A5）StteSolvedDefitnPics yeStucuraAnalys TypeStatc ttrolver TagetMchaialADLOptnsnvrmt Tmpatr22. °CGnere Input OnlyTALE 7Moe（A4） > Staituctur(5) > Anlyis SingsObject ameAnlis SengStateFuly efnedSe onrolsNumberf Seps.urent epNumber1.Step E Time1. uto Time SteppingProga CotroledSoleroolslverypeora CntrolledWeak psrogramCntreLage DeflectionOfInerta RliefOffestrt Cotroserate RetatPointsrograCtrolledRetai Fils Ater l SoveNoNonlinea ControlsoreCnvrgcPrgramControleMmn ConvergeneProg ntrlleDspaemntvegncePrgramControldRotion CnergncePogra CntrolleLineSrchrgra CnroldStabiztionOffOtput CntrlstessYeStranYesNo FoesoConact MiscellanouNGnera MicellaneousNoStore ResultsAtAllime PoinsMax Nmer ReslSetsPrgram CntroledAalysis Dat MnamenSovrFilsDirectorF:xiopixiaopgflsp0YSMCHFutre Anyisonecrac Solver Fies ietorySav ADL dbNoDelee Unneded FleYesNonear SolutnSolver Unisctve StemSlrUnt StemnmmTABLE 8odl(A4) >StaticSucural (A) >LodsObjet NameFixSuotForSteullyDfineopeScingMehdGeomtry eletonGomry1FceefinitionTypeFiedSuprtoceSuppresseNoDefinB Veorgitud 0000 N (ramped)Direction DefinedFIGE 4Modl (4) > StcStrural （A5) > Frceolutn （A6）BL 9Mdl （A4) > tati rutural(A5) ltiobjetNameolutio (A)tatOboletAdapie eshRfinemntMaxefiemet Loos1.RefiemDepth2.IformatonSausost-poesig ReuredTBL 1Mdel (A4) > Stc Stuctra (A5) > Soluton （6)> SouionnformatoObjec NameSoioInformationStateSolvedSluinInformatioSolution Ouputover OutptwtoRphon dualspdt Inteval25sDislyointAllFE onnctionVisibilyAciate VisbiitYesisplayA F oncoaw Conecins Attch ToAll NodLie ColorConectio TpVisibe on RsultsNLineThickessSingeDip TyLineTAE 1Mode(A4) StatcStructrl (A5) > Soluti (A6) ResultsOt amqivlent StrssoaStressNormalStrss 2Nomal Sess 3quivalentEsic StaitaeoleScoeScoping Mtodemetry SeectionGeometrAll BodiesefinitonTpequivalent （on-ies) Stressormal Strsquilent ElasiStrainBTmeDplay TiLastClulateiestoyesIdentfierSupresedoOentaon X AxY xiZAxs Cordinate Sste Globlooinae yste ntation Poit RsultsDisplay OpiAeaedesltMini2.765 Pa-184.1 MP-37.41MP.66e-00mm/mMaum419.8 MPa195Pa97Pa19.4 Pa2.0991e00 mm/mmInformatonie1.oa Ste1ubtepItertio Numer1TALE 2Modl （4） > Satic Stucura (5) > outin (A6) ResusObe meNormalEasticStrinNrlElstctrain2Noral latiStai3tal DeformaioDirecion DefrmtionSaevedNoSolvScopScing ehodGemetry SeltioGmetr SelectionGetyAl BodisAl BodiesDefinitionpeNolEatic SainToal DorationDiecionlefrmatioOientainX AxsY As xs X AxisTimTimeDslayTiaastCorinae SsemGlobal CoodinateSstm Globa Cordinate ytemCalcutTime HistoryYesYesIdnfiSuessdNooIegration Point ReltDislay OptinAverage Resutsinum-.5337e-004 mm-453e-004 mmm-.9e-0 mmmmMaximum8.7e-04 mmmm8.48-004 m/mm5.3042e004mm/mmIformtionTim1sLod Step10Subsep1IteraioNumber1Materal Data uctural SteeBLE Strutual Steel Costantsensity7.85-06 kgmm-3Coefficiet of Termal Expansion2-005 C-1pific Heat.4+05mJ kg-1-1Tm Conuctiviy6.5e002 Wmm-1 1Resstiviy1.7-00 mmmTABLE14Sucturltel >Coress ltmate StrentCmpsivelimte Strength MP0ABLE 15Sructur Stee > Comsie Yield trentCopessiveYiel Sength MPa250TABE 6tructurStel > enileYield trengthenileYie Strenth MP250TABLE 1truturl Stel Tnsielimate ghTensile tmate Stth a4TAB18Suctl See>otopi Seant Ceficient of Tema xpanserenc epeatre C2TABLE1tuctural tl Alternat StresMean rssAlernati Stres Cycl Mean ess MPa399900827001896511300010692000441062100014038.+00501.e0586.21e+0060TBLE Strucua teel > StainLie PameterStrenth Coffcient MtregExponent Dtty Coefficien Dciit Exponen yli Stenth oefficiet MPCylicStran Hardenng Expoent 2-0.060.2-.4710002TABLE21Structral Sel> Isotrpc ElasticityemprturYoung's odu PPisson'sat ukodulus PSer ModlusMa2e00.3.6667e+0576923TABLE tutural Steel >IstropicRelative ermeabltRltive Pemeality 000