零件1有限元分析

1、ANSYSProjectFirst SavedWednesday, November 23, 2016Last SavedWednesday, November 23, 2016Product Version14.5.7 ReleaseSave Project Before SolutionNoSave Project After SolutionNoJ1邛00 (m)S0.500ContentsUnitsModel (B4)o Geometry 零件1o Coordinate Systemso Mesho Static Structural (B5) Analysis Settings Lo

2、ads Solution (B6)Solution Information ResultsMaterial Data o Structural SteelUnitsTABLE 1Unit SystemMetric (m, kg, N, s, V, A) Degrees rad/s CelsiusAngleDegreesRotational Velocityrad/sTemperatureCelsiusModel (B4)GeometryTABLE 2Model (B4) GeometryObject NameGeometryStateFully DefinedDefinitionSourceF

3、:APDL作业solidworks建1k workbench静力分析详细图文教程电脑软件百度经验新建文件夹作业零件1.SLDPRTTypeSolidWorksLength UnitMetersElement ControlProgram ControlledDisplay StyleBody ColorBounding BoxLength X5. mLength Y1. mLength Z0.1 mPropertiesVolume0.47173 m3Mass3703. kgScale Factor Value1.StatisticsBodies1Active Bodies1Nodes665El

4、ements75Mesh MetricNoneBasic Geometry OptionsSolid BodiesYesSurface BodiesYesLine BodiesNoParametersYesParameter KeyDSAttributesNoNamed SelectionsNoMaterial PropertiesNoAdvanced Geometry OptionsUse AssociativityYesCoordinate SystemsNoReader Mode SavesUpdated FileNoUse InstancesYesSmart CAD UpdateNoA

5、ttach File Via Temp FileYesTemporary DirectoryC:UserslenovoAppDataLocalTempAnalysis Type3-DMixed Import ResolutionNoneDecompose Disjoint GeometryYesEnclosure andSymmetry ProcessingYesTABLE 3Model (B4) Geometry PartsObject Name零件1StateMeshedGraphics PropertiesVisibleYesTransparency1DefinitionSuppress

6、edNoStiffness BehaviorFlexibleCoordinate SystemDefault Coordinate SystemReference TemperatureBy EnvironmentMaterialAssignmentStructural SteelNonlinear EffectsYesThermal Strain EffectsYesBoundng BoxLength X5. mLength 丫1. mLength Z0.1 mPropertiesVolume0.47173 m3Mass3703. kgCentroid X0.2214 mCentroid 丫

7、0.31181 mCentroid Z5.e-002 mMoment of Inertia Ip1325.29 kg m2Moment of Inertia Ip28175.3 kg m2Moment of Inertia Ip38494.4 kg m2StatisticsNodes665Elements75Mesh MetricNoneCoordinate SystemsTABLE 4Model (B4) Coordinate Systems Coordinate SystemObject NameGlobal Coordinate SystemStateFully DefinedDefin

8、itionTypeCartesianCoordinate System ID0.OriginOrigin X0. mOrigin Y0. mOrigin Z0. mDirectional VectorsX Axis Data1.0. 0.Y Axis Data0. 1.0.Z Axis Data0. 0. 1.MeshTABLE 5Model (B4) MeshObject NameMeshStateSolvedDefaultsPhysics PreferenceMechanicalRelevance0SizingUse Advanced Size FunctionOffRelevance C

9、enterCoarseElement SizeDefaultInitial Size SeedActive AssemblySmoothingMediumTransitionFastSpan Angle CenterCoarseMinimum Edge Length0.10 mInflationUse Automatic InflationNoneInflation OptionSmooth TransitionTransition Ratio0.272Maximum Layers5Growth Rate1.2Inflation AlgorithmPreView Advanced Option

10、sNoPatch Conforming OptionsTriangle Surface MesherProgram ControlledAdvancedShape CheckingStandard MechanicalElement Midside NodesProgram ControlledStraight Sided ElementsNoNumber of RetriesDefault (4)Extra Retries For AssemblyYesRigid Body BehaviorDimensionally ReducedMesh MorphingDisabledDefeaturi

11、ngPinch TolerancePlease DefineGenerate Pinch on RefreshNoAutomatic Mesh Based DefeaturingOnDefeaturing ToleranceDefaultStatisticsNodes665Elements75Mesh MetricNoneStatic Structural (B5)TABLE 6Model (B4) AnalysisObject NameStatic Structural (B5)StateSolvedDefinitionPhysics TypeStructuralAnalysis TypeS

12、tatic StructuralSolver TargetMechanical APDLOptionsEnvironment Temperature22. CGenerate Input OnlyNoTABLE 7Model (B4) Static Structural (B5) Analysis SettingsObject NameAnalysis SettingsStateFully DefinedStep ControlsNumber Of Steps1.Current Step Number1.Step End Time1. sAuto Time SteppingProgram Co

13、ntrolledSolver ControlsSolver TypeProgram ControlledWeak SpringsProgram ControlledLarge DeflectionOffInertia ReliefOffRestart ControlsGenerate RestartPointsProgram ControlledRetain Files After FullSolveNoNonlinear ControlsForce ConvergenceProgram ControlledMoment ConvergenceProgram ControlledDisplac

14、ement ConvergenceProgram ControlledRotation ConvergenceProgram ControlledLine SearchProgram ControlledStabilizationOffOutput ControlsStressYesStrainYesNodal ForcesNoContact MiscellaneousNoGeneral MiscellaneousNoStore Results AtAll Time PointsMax Number of ResultSetsProgram ControlledAnalysis Data Ma

15、nagementSolver Files DirectoryF:ANSYS 作业 solidworks 建 1W workbench 静力分析 ansys 作业作业 1wuze 作业 1_filesdp0SYSMECHFuture AnalysisNoneScratch Solver FilesDirectorySave MAPDL dbNoDelete UnneededFilesYesNonlinear SolutionNoSolver UnitsActive SystemSolver Unit SystemmksTABLE 8Model (B4) Static Structural (B5

16、) LoadsObject NameDisplacementForceStateFully DefinedScopeScoping MethodGeometry SelectionGeometry1 FaceDefinitionTypeDisplacementForceDefine ByComponentsVectorCoordinate SystemGlobal Coordinate SystemX Component0. m (ramped)Y Component0. m (ramped)Z Component0. m (ramped)SuppressedNoMagnitude2000.

17、N (ramped)DefinedDirectionFIGURE 1Model (B4) Static Structural (B5) Displacement 0.501T5 025 -0.125 - 0. -0.125-025FIGURE 2Model (B4) Static Structural (B5) ForceSolution (B6)TABLE 9Model (B4) Static Structural (B5) SolutionObject NameSolution (B6)StateSolvedAdaptive Mesh RefinementMax Refinement Lo

18、ops1.Refinement Depth2.InformationStatusDoneTABLE 10Model (B4) Static Structural (B5) Solution (B6) Solution InformationObject NameSolution InformationStateSolvedSolution InformationSolution OutputSolver OutputNewton-Raphson Residuals0Update Interval2.5 sDisplay PointsAllFE Connection VisibilityActi

19、vate VisibilityYesDisplayAll FE ConnectorsDraw Connections Attached ToAll NodesLine ColorConnection TypeVisible on ResultsNoLine ThicknessSingleDisplay TypeLinesTABLE 11Model (B4) Static Structural (B5) Solution (B6) ResultsSubstep1Iteration Number1Material DataStructural SteelTABLE 12Structural Ste

20、el ConstantsDensity7850 kg mA-3Coefficient of Thermal Expansion1.2e-005 CA-1Specific Heat434 J kgA-1 CA-1Thermal Conductivity60.5 W mA-1 CA-1Resistivity1.7e-007 ohm mStructural Steel Compressive Ultimate StrengthCompressive Ultimate Strength Pa0Structural Steel Compressive Yield Strength Compressive Yield Strength Pa2.5e+008TABLE 15Structural Steel Tensile Yield StrengthTensile Yield Strength Pa2.5e+008Structural Steel Tensile Ultimate StrengthTensile Ultimate Strength Pa4.6e+008Structural Steel Isotropic Secant Coefficient of Thermal ExpansionReference Temperature C22TABLE 18Struct