分析报告Mechanical-Report
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3、eF：xiaopigxioinstTypStepLegh UitMtsEeent Cnrogram ontoedDislay tyleBod ColoBounding BLngh X47.mmLenth Y7 mLengtZ60 mPropesVolume558 mMas13kScaleFator Vlue1.Statsticsoe1Active odies1Nodes60589Eements25MeshtricNoBscGeomtry ptinsSolid BodieYsSrfae BodesYesLineBdeNoParaeterYesrameter eyDSAtribsNoNameSec
4、tionsNoMaterial PropertesNonced Geometr pinsUe oiativityYesordinate SytNoeader Mde Saves Updated ileNose IstancesYsSmart A dteNoAttachFe Via Tmp FileYesTemrar DiectoyC:Users001896ppDaaclTemAalis Te3ixed mport ReolutiNoneecomoseDioint GemerYesEclosreandSmety ocesngYsTABE Mode(A4) Geoetr PrtsOjec amel
5、igjiantuStteesedGahicsPpriesVisibleeTrnsparecDefnitioSppressedoStffes BhaviFlexilCordinatSstemDeault ordinate SytmRefeenc TmperaueyEniromeaeilAssignmenttrctural SteelNonlnear ffectYesThrma train EffectsesBounding BoLength. mLng 47. ngh 0.mmProertesVum5587mmMas0.12236 kgCenoid X4.669e-004 enrod716e-0
6、08 mmntroid -7.7295 mmment ofInertaIp160.058 kgmMomen ofInerti p260.05kgmMent of Ieta p350.64 kgmatsticsNos605849lments176Ms etricNoeCordinate SysmAL 4odel (A4） Cooinate Syes CordinateSysmect NamGlobal CooiateSyteStteFlly DefnedDfinitnTypareinoorinateSyem ID.OrigOriin 0. mOriginY0. mmrgi Z. mirctina
7、l VectorsX is Dta10. 0. 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 AutmicInflatonNoneIfla
8、tionOpionSooth TraitinTansition aio.272MaximumLaesrowthRe1.2Infation AorithmrVieAdnce OpionsNoPhConfomin OptsTrang SufacMesherProgram CntolleAdvacdShape Checkgtandard MechnicaElment MdsdeodesPrgra ontrolledtraight ded entsNoNumbr o RerDefa (4)Exr eries For AssebYRigid Body BarDimensionl ReducedeMrin
9、DisaleDefaturngPinh 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）StteSolvedDefitnP
10、ics 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 psrogramCntreLag
11、e DeflectionOfInerta RliefOffestrt Cotroserate RetatPointsrograCtrolledRetai Fils Ater l SoveNoNonlinea ControlsoreCnvrgcPrgramControleMmn ConvergeneProg ntrlleDspaemntvegncePrgramControldRotion CnergncePogra CntrolleLineSrchrgra CnroldStabiztionOffOtput CntrlstessYeStranYesNo FoesoConact Miscellano
12、uNGnera 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 Nam
13、eFixSuotForSteullyDfineopeScingMehdGeomtry eletonGomry1FceefinitionTypeFiedSuprtoceSuppresseNoDefinBVeorgitud0000 N (ramped)DirectionDefinedFIGE 4Modl (4) StcStrural （A5) Frceolutn （A6）BL 9Mdl （A4) tati rutural(A5) ltiobjetNameolutio (A)tatOboletAdapie eshRfinemntMaxefiemet Loos1.RefiemDepth2.Iforma
14、tonSausost-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
15、 on RsultsNLineThickessSingeDip TyLineTAE 1Mode(A4) StatcStructrl (A5) Soluti (A6) ResultsOt amqivlent StrssoaStressNormalStrss 2Nomal Sess 3quivalentEsic StaitaeoleScoeScoping Mtodemetry SeectionGeometrAll BodiesefinitonTpequivalent （on-ies) Stressormal Strsquilent ElasiStrainBTmeDplay TiLastClulat
16、eiestoyesIdentfierSupresedoOentaonX AxY xiZAxsCordinate SsteGloblooinae ystentation 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 meNormal
17、EasticStrinNrlElstctrain2Noral latiStai3tal DeformaioDirecion DefrmtionSaevedNoSolvScopScing ehodGemetry SeltioGmetr SelectionGetyAl BodisAl BodiesDefinitionpeNolEatic SainToal DorationDiecionlefrmatioOientainX AxsY As xsX AxisTimTimeDslayTiaastCorinae SsemGlobal CoodinateSstmGloba Cordinate ytemCal
18、cutTime HistoryYesYesIdnfiSuessdNooIegration Point ReltDislay OptinAverageResutsinum-.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
19、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 Ste
20、l Tnsielimate ghTensile tmate Stth a4TAB18Suctl Seeotopi 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 ElasticityemprturYoungs odu PPissonsat ukodulus PSer ModlusMa2e00.3.6667e+0576923TABLE tutural Steel IstropicRelative ermeabltRltive Pemeality 000
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