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1、轴的有限元分析-tlu iKuyu j i使用ANSYSWorkbench软件对轴零件受力分析(在分析前要将轴模型保存为zhou.x_t格式)分析步骤如下:1、先将轴模型导入ANSYS Workbench软件,选择Gemetry lH SYS lull iphysicsfA ProjectFil? Edit Vi?wFrom File ;在弹出的菜单中,选择所要分析的模型;如? Sind.it. on XUn its Tods Kalp | JC 骨? E? ? ?隔+utProietI 1、12、添加材料信息模型材料为钢材料,弹性模量为2x 1011 MPa泊松比为0.3 ;矣己吐甥?鱼Mi
2、 nt Mils ffiVpda.te: Use Simulation Far: yneter Values;Vpdaite Vie Gto netry Psrarnttsr Valuastecezit GeomttiryFrom Filsiria.iiii-i Firupex t l) E3Def i ni t icAu,Sli ? rFf I *1 f Pci I J Stiffness Dtiuvloi*H.S ? s.中2F f rQ Hg/rrf1/BC4f 1 jL , 1,VE TkawiB*-LTar.-E i t y exlb|A1 n11 A1 1 f f ?01 ? .T
3、?1Ik 常 Nat? r 1 alL S Ie u.c Iw: a_LKd-d/3is n?v?FtqA artiQEIherrTCoxiluctivi tyU. /n - c(VSpecific Heat0彳血? C唁Kd AyAenorA Pr apisr t iEalia.ti & crrT c abil i t jrFa ci st ivi ty OAJHi n3、设定网格划分参数并进行网格划分Sizi ng1)选择“ Mesh”,单击右键,激活网格尺寸命令2)在“ Sizing ”属性菜单栏,选择整个实体,并指定网格尺寸为5mm4、选择分析类型PrAVi ?w Swi rfM*St
4、vAv 弘 t od&Q -IZ Dnt = Si c, a n”:肽 Refin*n TitL | ividvv d i cuy r 2:-i |StrULctiiralII FLhblsE| Ri gid Dynathi e(MHarnflni c KeEponse 0 Modal_$ | Li n. I ai Btica IT la5、施加载荷以及约束1)施加位移约束En vir onment Inert i JL *OutlurteHl Projecl:矗 | ModelIf尊 Geometry | 土醛 MeshLoaJk Sup f flE 15 b C ondli 11 cns
5、仃Fiitel SupportDis- pl cem ?ntL 直 RAihA t? Di Epl&cAiThgiiiFrict ion 心八 SupportDe tails o #Di splaceme nt甲Sr oui eSccpine MethodteometTy Seiect ionG . TF1a 4BD?fini 龙 ionD e / A lie EjrCAPl1lj- K?I-CXL (勺TjjpeD i Apl a cemexitJi (Sonpon eiLtF ree Coiikp on eiLtF reeZ CofnpoMiitQ imi (irs?启印SuppraisA
6、d.Nq2)施加载荷约束Eiiwi t uimie ii tIxitsr 11 al1-Oftds *a1. -3 upp or t S CCJILJOU tl lite11 e & auxjOj ProjectMudel3 &GeometryScu jy u肯 UQpdSilii Ku 1. twj- J.Cidt fey 3 八|1 1 QMkF1zn w f 1 !&i * 1 *nD Af 1 na B-yV ? c t ? CifTypfinTi- aE.- U raMM f v il 1 U.d Total,如图Soluti on Deform#i onOutlLTL*wProjE
7、ct-鱼Model+ * Geoin&try+ /超陞酯3)选择总应力g Strain: Max in ium Prin cipal理 Nlinimum PrincipalSow. 0 皿D efarra ati cm ? E StrainOutli neIfll Project 喇 Model4(Seometry匡 1 Mesh2)选择总应变EAUivil 电 nL (von-N lsss) y Hojciiniijn Fr inc ip al j Mi Tri ncipalMilmmw n Prin cipalSolution.Sir &irt lotilS) Proje 皿 # IM I
8、VL1&F七耽*5兴7、求解qMle nt (VihAMises.Mi ddl & Friitcipal总应力云图Tyf-o , Iq-AIv J.ftnLUnit: llfiTirr*: 1=SZ.) S tt*e =2D11-5-19 19 : iy6T &5T 48250. TOT43. 9323T. isa30 S8323. GO0LA E33LO. 058J.2934 总应变云LI il lL. mfl/rrni图:*ale?t Kiastiv? StrainTypo : E cui vol onA (vonAM ls c = J El a.; t i e S t.if -OLLfi 11a : 12DU-ft-19 19.19 0 00032126 ?0. 0002G7410. 00021G66 U. U(JU2Scb4O. 00018ET9 0.00015191O 000: 1E048 41B525 n3 5. oeaie-sL6417e-5 li