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1、CourseinANSYSExample0303ANSYSComputationalMechanics,AAU,EsbjergExample–Gearaxle3D2Objective:E=210000N/mmComputethemaximumstressvonMisen=0.3Tasks:T=1000NmmHowshouldthisbemodeled?Topics:Elementtype,Realconstants,modeling,Plotresults,outputgraphics,selectentitiesANSYSExa
2、mple03032ComputationalMechanics,AAU,EsbjergExample–ReadInputfromBrowsetofindshaft-3d.lgwANSYSExample03033ComputationalMechanics,AAU,EsbjergExample–ReadInputfromANSYSExample03034ComputationalMechanics,AAU,EsbjergExample–CreateAreasbylineSelectAlllinesPressOKtofinishANS
3、YSExample03035ComputationalMechanics,AAU,EsbjergExample–CreateAreasbylineANSYSExample03036ComputationalMechanics,AAU,EsbjergExample–ElementTypePreprocessor>ElementType>Add/Edit/DeletePressAddANSYSExample03037ComputationalMechanics,AAU,EsbjergExample–ElementTypePreproc
4、essor>ElementType>Add/Edit/DeletePressAddANSYSExample03038ComputationalMechanics,AAU,EsbjergExample–RealConstantsNoRealConstantsarenecessaryforpure3Dsolidmodels!ANSYSExample03039ComputationalMechanics,AAU,EsbjergExample-MaterialPropertiesPreprocessor>MaterialProps>Mat
5、erialModelsDoubleClicktostepinthematerialtreeANSYSExample030310ComputationalMechanics,AAU,EsbjergExample-MaterialPropertiesPreprocessor>MaterialProps>MaterialModelsEnter210000ClickhereModulusofelasticitytoCloseEnter0.3Poisson’sratioPressOKANSYSExample030311Computation
6、alMechanics,AAU,EsbjergExample-MeshingPreprocessor>Meshing>Mesh>Areas>Mapped>3or4sidedSelectindividualareastobemeshedNB:Itisoftennecessaryto“Clear”themodelforexampleifElementTypeormodelgeometryistobechangedSelectallareasdefinedtobemeshedANSYSExample030312Computational
7、Mechanics,AAU,EsbjergExample-MeshingANSYSExample030313ComputationalMechanics,AAU,EsbjergExample–Extrude–AboutAxisSelectAllAreasSelectKP1andKP10PressOKNote:BottomleftcornerofANSYSGUIANSYSExample030314ComputationalMechanics,AAU,EsbjergExample–Extrude–AboutAxisANSYSExamp
8、le030315ComputationalMechanics,AAU,EsbjergExample–MouserotateRotatebyholdingtheCtrlkeydownwhileusingtherighthandmousebuttonA
