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ANSYSADINASAPNASTRANMARCABAQUSADAMSI-DEASANSYS10.0,8.11.1ANSYS1.21.31.41.5PSDANSYS/LS-DYNAP-prep7MainMenuPreprocessor/prep7solutionMainMenuSolution/solupost1MainMenuGeneralPostproc/post1post26MainMenuTimeHistPostpro/post26optMainMenuDesignOpt/optpdsMainMenuProbDesign/pdsaux2UtilityMenuFileListNinaryFiles/aux2aux12MainMenuRadiationOpt/aux12aux15CADFEMMainMenuFileImport/aux15runstatMainMenuRun-TimeStats/runst.log.err.out.db.rst.rth.grph.tri.emat.full.snnANSYSGUIGraphicalUserInterfaceGUIANSYSGUIGUIAPDLUPFsUIDLMACTCL/TK/inputUtilityMenuFileReadInputFrom…DBif-thendoGUILINK181011180BEAM3423244454188189PIPE1617182059602DPLANE2254282831451461821833DSOLID4546646572739295147148185186187191SHELL284143516163919399143150181208209COMBIN714373940MASS21CONTAC1252TARGE169170CONTA171172173174175178MATRIX2750SURF153154VISCO8889106107108HYPER5658748486158SOLID5PLANE13FLUID293038SOLID62FLUID79FLUID8081SOLID98FLUID129INFIN110111FLUID116130INTER192193194195LINK160BEAM161PLANE162SHELL163SOLID164COMBI165MASS166LINK167SOLID1681-41-4LINK12D2Ux,UyEPCSDGBLINK83DUx,Uy,UzEPCSDGBLINK103DEDGBLINK113DEGBLINK1803DEPCDFGBE-(Elasticity)P-(Plasticity)C-(Creep)S-(Swelling)D-(Largedeflection),F-(Largestrain)(Finitestrain)B-(Birthanddead),G-(Stressstiffness)(Geometricstiffening)A-(Adaptivedescent)LINK11LINK10LINK11LINK180LINK1LINK8LINK10LINK180(LINK10)LINK1LINK8LINK180(3D)2D/3D3DBEAM189321-5BEAM32D2Ux,Uy,RotzEDGBBEAM232D2EPCSDFGBBEAM542D2EDGBBEAM43D2Ux,Uy,UzRotx,Roty,RotzEDGB3DBEAM243D2+1EPCSDGBBEAM443D2+1EDGBBEAM1883D2+1Ux,Uy,UzRotx,Roty,RotzwarpEPCDFGBTimoshenkoBEAM1893D3+1BEAM1882DXYKirchhoffBEAM3BEAM4ANSYS(BEAM3/4/23/24/44/54)Timoshenko(BEAM188/189)BEAM44keyopt(7)keyopt(8)IJBEAM188/189ENDRELEASEBEAM44BEAM188/189BEAM44BEAM188/189V8.0BEAM44BEAM188/189BEAM23/24BEAM23BEAM24BEAM188/1893D6UxUyUzRotxRotyRotz3DT1-61-6PIPE163D2EDGBPIPE173DT2~4EDGBPIPE183D2+1EDBPIPE203D2EPCSDGBPIPE16PIPE593D2EDGBPIPE16PIPE603D2+1EPCSDBPIPE182DXYY2UxUy1-7PLANE26Ux,UyEPCSDFGBAPLANE424PLANE828PLANE42PLANE1458PE28PLANE1466P28PLANE1824EPCSDFGBAPLANE1838PLANE182PLANE254Ux,UyUzEGBPLANE838PLANE25⑴单元插值函数及说明:PLANE2PLANE42PLANE82PLANE423PLANE182PLANE423PLANE183PLANE182PLANE826P28PLANE1458PLANE1466⑵荷载特性://⑶其它特点P443DUxUyUz1-8/3D/SOLID458EPCSDFGBAY/YYSOLID468EDGY/NN250SOLID648EDGBAY/NNSOLID658EPCDFGBAY/NN,,SOLID9210EPCSDFGBAY/NYSOLID9520EPCSDFGBAY/YYSOLID45SOLID147P20EY/NNP28SOLID148P10EY/NNP28SOLID1858EPCDFGBAY/YYSOLID18620EPCDFGBAY/YYSOLID18710EPCDFGBAY/NYSOLID19120EGAY/NN100SOLID72/73SOLID724SOLID7386Ux,Uy,Uz,Rotx,Roty,RotzANSYSPCGSOLID92/95“”BEAMSHELL⑵其它特点:8810SOLID95/186⑶SOLID185积分方式可选择:SOLID185/186/187u-PB1-9/3DSHELL28/4UxyzRxyzEGSHELL414UxyzEDGBASHELL434Uxyz,RxyzEPCDFGBASHELL512Uxyz,RotzEPCSDGSHELL612EGSHELL634Uxyz,RxyzEDGBSHELL918EPSDFGA93SHELL938EPSDFGBASHELL998EDGSHELL1434EPCDGBASHELL150P8ESHELL1814EPCDFGBA,,SHELL2082Uxy,RotzSHELL2093UxyzUxUyUzRxyzRotxRotyRotz“”Timoshenko“”zeroenergymode8SHELL28/51/61SHELL181SHELL93/181SHELL43/63/143AllmanSHELL181Drill15SHELL28“”LINK1-10COMBIN73D2+3Uxyz,RxyzEDNACOMBIN1421D:URPT2D:Uxy3D:UxyzRxyzEDGBNCOMBIN372,3,4URPTENACOMBIN3921D:URPT2D:Uxy3D:UxyzRxyzEDGNCOMBIN402URPTENAMASS216UxUyUzRotxRotyRotz2D3DANSYS1-11CONTAC122D2Ux,UyENACONTAC523D2Ux,Uy,UzENATARGE1692D3UTVARENBCONTA1712D22UTVAENDBCONTA1722D33UTVAENDBTARGE1703D8UTVMRENBCONTA1733D44UTVMENDB3DCONTA1743D88UTVMENDBCONTA1752D/3D1UTVAENDB////CONTA1783D2Ux,Uy,UzENU---UxUyUz(3D)T--TempV--VolA--AzM--MagR—RotzCONTAC26CONTAC48/492D/3DMATRIX276UxUyUzRotxRotyRotzKeyopt(3)MATRIX50MPC1842D3DSURF153SURF1542D3DPLANE25/831-12SURF1532D23Ux,UyEDGB3SURF1543D48Ux,Uy,UzEDGB8PRETS1792D/3D2D3D3UxUxANSYSNROTATKKMPC18423UxUy(2D)UxUyUz(3D)UxUyUzRotxRotyRotz(3D)MESH200MESH200220EMODIFMESH200ANSYS(Linear)(Nolinear)(Density)(ThermalExpansion)(Damping)(FrictionCoefficient)(SpecializedMaterials)UserMaterialOptionsSpecializedMaterialsGasketJointElasticLinearElasticIsotropicOrthotropicAnisotropicGeneralParametersTransverseShearNonlinearUnloadingLinearUnloadingCompressionNonlinear(SDF)Linear(SDF)UserConstantHyperelasticStateVariablesCreepMooney-Rivlin(2/3/5/9)Ogden(1-5)Neo-HookeanArruda-BoyceGentYeoh(1-5)Blatz-KoFoamOgdenFoam(1-5)Mooney-Rivlin(TB,MOONEY)ElasticHyperelasticInelasticRateIndependentMises(BMN)Hill(BMN)Hill(BMC)Mises(BMC)Hill(CBMN)Mises(CBMN)IsotropicHardeningHillKinematicHardeningCombinedKinematicandIsotropicHardeningGeneralizesAnisotropicHillPotentialRateDependentIsotropicHardeningMises(BMN)Hill(BMN)Visco-PlasticityMultilinearElasticPolynomialForm(1-5)AnandAnand'sModelCreepCurveFittingCreeponlyHill(I)Mises(EI)WithIsotropicHill(BMN)-(I)Mises(BMN)-(EI)HardeningPlasticityWithKinematicMises(B)-(I)Hill(B)-(I)HardeningPlasticity(E)WithSwellingD-PMaxwellPronyNon-metalPlasticityConcreteDrucker-PragerFailureCriteriaCast-IronShapeMemoryAlloyCurveFittingViscoelasticGUIMPTBTBDATAMises/HillMisesHillTB,LabBISOMises/HillMISOMises/HillNLISOMises/HillANISOMisesBKINMises/HillMKINMises/Hill()KINHMises/Hill()CHABMises/HillDPDPMisesCASTMisesHYPERMOONEY,OGDEN,NEO,POLY,BOYCE,GENT,YEOH,BLATZ,FOAM,USERMELASRATEBISO,M
本文标题:技能培训专题 ANSYS工程结构数值分析
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