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1、ProjectFirst SavedSaturday, September 24, 2016Last SavedSaturday, September 24, 2016Product Version12.1 ReleaseContents· Units· Model (C4)o Geometry§ Partso Coordinate Systemso Connections§ Contact Regionso Mesh§ Hex Dominant Methodo Static Structural (C5)§ Analysis Set

2、tings§ Standard Earth Gravity§ Loads§ Solution (C6)§ Solution Information§ Results· Material Datao Structural SteelUnitsTABLE 1Unit SystemMetric (mm, kg, N, s, mV, mA) Degrees rad/s CelsiusAngleDegreesRotational Velocityrad/sTemperatureCelsiusModel (C4)GeometryTABLE 2Mo

3、del (C4) > GeometryObject NameGeometryStateFully DefinedDefinitionTypeProEngineerLength UnitMillimetersElement ControlProgram ControlledDisplay StylePart ColorBounding BoxLength X2600. mmLength Y2600. mmLength Z1980. mmPropertiesVolume7.5113e+008 mm³Mass5896.3 kgScale Factor Value1.Statistic

4、sBodies8Active Bodies8Nodes110215Elements18494Mesh MetricElement QualityMin5.10340748378228E-04Max.999218356942918Average.828598395190676Standard Deviation.187707182815199PreferencesImport Solid BodiesYesImport Surface BodiesNoImport Line BodiesNoParameter ProcessingYesPersonal Parameter KeyDSCAD At

5、tribute TransferNoNamed Selection ProcessingNoMaterial Properties TransferNoCAD AssociativityYesImport Coordinate SystemsNoReader Save Part FileNoImport Using InstancesYesDo Smart UpdateNoAttach File Via Temp FileYesTemporary DirectoryC:UsersAdministratorAppDataLocalTempAnalysis Type3-DMixed Import

6、ResolutionNoneEnclosure and Symmetry ProcessingYesTABLE 3Model (C4) > Geometry > PartsObject Name2421HX107-0101852421HX107-0102862421HX107-0103882421HX107-0105902421HX107-010591StateMeshedGraphics PropertiesVisibleYesTransparency1DefinitionSuppressedNoStiffness BehaviorFlexibleCoordinate Syste

7、mDefault Coordinate SystemReference TemperatureBy EnvironmentMaterialAssignmentStructural SteelNonlinear EffectsYesThermal Strain EffectsYesBounding BoxLength X2500. mm586.9 mm168.9 mm196.2 mmLength Y2500. mm2501.7 mm586.9 mm100.85 mm179.49 mmLength Z85. mm1715. mm830. mm1050. mmPropertiesVolume7.62

8、65e+007 mm³3.8373e+008 mm³1.322e+007 mm³3.78e+006 mm³Mass598.68 kg3012.3 kg103.78 kg29.673 kgCentroid X-3.7642e-014 mm34.774 mm-873.28 mm-1006.9 mm-512.91 mmCentroid Y-5.96e-014 mm-34.853 mm873.28 mm512.91 mm1006.9 mmCentroid Z-42.5 mm-935.85 mm-1110. mm-1105. mmMoment of Inertia

9、 Ip14.2245e+008 kg·mm²3.129e+009 kg·mm²1.0179e+007 kg·mm²2.7272e+006 kg·mm²Moment of Inertia Ip24.2245e+008 kg·mm²2.9454e+009 kg·mm²1.6336e+007 kg·mm²2.8063e+006 kg·mm²Moment of Inertia Ip38.4419e+008 kg·mm²4.5

10、637e+009 kg·mm²6.8452e+006 kg·mm²81106 kg·mm²StatisticsNodes105476105927321108Elements169810245350135Mesh MetricElement QualityMin.6957409734783325.10340748378228E-04.52016635684793.800604785054381.800604785054373Max.951106874966586.987509525304324.97780563795189.800604

11、785054414.800604785054404Average.906150853963192.755286815751524.8102186678163.800604785054397.800604785054393Standard Deviation3.66183118098365E-02.213159422948942.129529563537146-1.#INDTABLE 4Model (C4) > Geometry > PartsObject Name2421HX107-010696HZZC982421HX107-010489StateMeshedGraphics Pr

12、opertiesVisibleYesTransparency1DefinitionSuppressedNoStiffness BehaviorFlexibleCoordinate SystemDefault Coordinate SystemReference TemperatureBy EnvironmentMaterialAssignmentStructural SteelNonlinear EffectsYesThermal Strain EffectsYesBounding BoxLength X2440. mm2600. mm592.7 mmLength Y2442. mm2600.

13、 mm592.7 mmLength Z20. mm180. mm20. mmPropertiesVolume2.8149e+007 mm³2.3998e+008 mm³2.2284e+006 mm³Mass220.97 kg1883.8 kg17.493 kgCentroid X2.0121e-013 mm-1.7461e-013 mm-794.49 mmCentroid Y2.6993e-013 mm2.6557e-014 mm794.49 mmCentroid Z-1640. mm90. mm-625. mmMoment of Inertia Ip11.386

14、6e+008 kg·mm²1.3888e+009 kg·mm²6.9707e+005 kg·mm²Moment of Inertia Ip21.3866e+008 kg·mm²1.3888e+009 kg·mm²41084 kg·mm²Moment of Inertia Ip32.7731e+008 kg·mm²2.7674e+009 kg·mm²7.3699e+005 kg·mm²StatisticsNodes71

15、2825916617Elements894496572Mesh MetricElement QualityMin.606415618819775.672773965659476.764876631133571Max.808286102091062.999218356942918.787992256485773Average.759284028553106.96939781158877.776961965102497Standard Deviation3.25855096533106E-024.14312702436659E-028.68224940381262E-03Coordinate Sy

16、stemsTABLE 5Model (C4) > Coordinate Systems > Coordinate SystemObject NameGlobal Coordinate SystemStateFully DefinedDefinitionTypeCartesianAnsys System Number0. OriginOrigin X0. mmOrigin Y0. mmOrigin Z0. mmDirectional VectorsX Axis Data 1. 0. 0. Y Axis Data 0. 1. 0. Z Axis Data 0. 0. 1. Connec

17、tionsTABLE 6Model (C4) > ConnectionsObject NameConnectionsStateFully DefinedAuto DetectionGenerate Contact On UpdateYesTolerance TypeSliderTolerance Slider0.Tolerance Value10.44 mmFace/FaceYesFace/EdgeNoEdge/EdgeNoPriorityInclude AllGroup ByBodiesSearch AcrossBodiesRevolute JointsYesFixed JointsY

18、esTransparencyEnabledYesTABLE 7Model (C4) > Connections > Contact RegionsObject NameContact Region 23Contact Region 24Contact Region 25Contact Region 26Contact Region 28StateFully DefinedScopeScoping MethodGeometry SelectionContact1 Face8 Faces1 Face2 FacesTarget1 Face8 Faces1 Face2 FacesConta

19、ct Bodies2421HX107-0101852421HX107-010286Target Bodies2421HX107-010286HZZC982421HX107-0103882421HX107-0105902421HX107-010696DefinitionTypeBondedScope ModeAutomaticBehaviorSymmetricSuppressedNoAdvancedFormulationPure PenaltyNormal StiffnessProgram ControlledUpdate StiffnessNeverPinball RegionProgram

20、ControlledTABLE 8Model (C4) > Connections > Contact RegionsObject NameContact Region 29Contact Region 7Contact Region 8Contact Region 9Contact Region 10StateFully DefinedScopeScoping MethodGeometry SelectionContact1 FaceTarget1 FaceContact Bodies2421HX107-0105902421HX107-0102862421HX107-010590

21、2421HX107-010591Target Bodies2421HX107-0106962421HX107-0105912421HX107-0104892421HX107-010696DefinitionTypeBondedScope ModeAutomaticBehaviorSymmetricSuppressedNoAdvancedFormulationPure PenaltyNormal StiffnessProgram ControlledUpdate StiffnessNeverPinball RegionProgram ControlledTABLE 9Model (C4) >

22、; Connections > Contact RegionsObject NameContact Region 11StateFully DefinedScopeScoping MethodGeometry SelectionContact1 FaceTarget1 FaceContact BodiesTarget BodiesDefinitionTypeBondedScope ModeAutomaticBehaviorSymmetricSuppressedNoAdvancedFormulationPure PenaltyNormal StiffnessProgram Controll

23、edUpdate StiffnessNeverPinball RegionProgram ControlledMeshTABLE 10Model (C4) > MeshObject NameMeshStateSolvedDefaultsPhysics PreferenceMechanicalRelevance0SizingUse Advanced Size FunctionOffRelevance CenterMediumElement Size40.0 mmInitial Size SeedActive AssemblySmoothingMediumTransitionFastSpan

24、 Angle CenterCoarseMinimum Edge Length20.0 mmInflationUse Automatic Tet InflationNoneInflation OptionSmooth TransitionTransition Ratio0.272Maximum Layers5Growth Rate1.2Inflation AlgorithmPreView Advanced OptionsNoAdvancedShape CheckingStandard MechanicalElement Midside NodesProgram ControlledStraigh

25、t Sided ElementsNoNumber of RetriesDefault (4)Rigid Body BehaviorDimensionally ReducedMesh MorphingDisabledPinchPinch TolerancePlease DefineGenerate on RefreshNoStatisticsNodes110215Elements18494Mesh MetricElement QualityMin5.10340748378228E-04Max.999218356942918Average.828598395190676Standard Devia

26、tion.187707182815199TABLE 11Model (C4) > Mesh > Mesh ControlsObject NameHex Dominant MethodStateFully DefinedScopeScoping MethodGeometry SelectionGeometry1 BodyDefinitionSuppressedNoMethodHex DominantElement Midside NodesUse Global SettingFree Face Mesh TypeQuad/TriControl MessagesYes, Click T

27、o Display.FIGURE 1Model (C4) > Mesh > ImageStatic Structural (C5)TABLE 12Model (C4) > AnalysisObject NameStatic Structural (C5)StateSolvedDefinitionPhysics TypeStructuralAnalysis TypeStatic StructuralSolver TargetANSYS MechanicalOptionsEnvironment Temperature22. °CGenerate Input OnlyNo

28、TABLE 13Model (C4) > Static Structural (C5) > Analysis SettingsObject NameAnalysis SettingsStateFully DefinedStep ControlsNumber Of Steps1.Current Step Number1.Step End Time1. sAuto Time SteppingProgram ControlledSolver ControlsSolver TypeProgram ControlledWeak SpringsProgram ControlledLarge D

29、eflectionOffInertia ReliefOffNonlinear ControlsForce ConvergenceProgram ControlledMoment ConvergenceProgram ControlledDisplacement ConvergenceProgram ControlledRotation ConvergenceProgram ControlledLine SearchProgram ControlledOutput ControlsCalculate StressYesCalculate StrainYesCalculate ContactNoC

30、alculate Results AtAll Time PointsAnalysis Data ManagementSolver Files DirectoryFuture AnalysisNoneScratch Solver Files DirectorySave ANSYS dbNoDelete Unneeded FilesYesNonlinear SolutionNoSolver UnitsActive SystemSolver Unit SystemnmmTABLE 14Model (C4) > Static Structural (C5) > AccelerationsO

31、bject NameStandard Earth GravityStateFully DefinedScopeGeometryAll BodiesDefinitionCoordinate SystemGlobal Coordinate SystemX Component0. mm/s² (ramped)Y Component0. mm/s² (ramped)Z Component-9806.6 mm/s² (ramped)SuppressedNoDirection-Z DirectionFIGURE 2Model (C4) > Static Structur

32、al (C5) > Standard Earth GravityTABLE 15Model (C4) > Static Structural (C5) > LoadsObject NameFixed SupportForceForce 2MomentMoment 2StateFully DefinedScopeScoping MethodGeometry SelectionGeometry1 FaceDefinitionTypeFixed SupportForceMomentSuppressedNoDefine By ComponentsCoordinate Sys

33、tem Global Coordinate SystemX Component 0. N (ramped)-1.4144e+010 N·mm (ramped)0. N·mm (ramped)Y Component 0. N (ramped)-1.0457e+005 N (ramped)0. N·mm (ramped)Z Component -1.3792e+006 N (ramped)0. N (ramped)0. N·mm (ramped)9.6254e+008 N·mm (ramped)Behavio

34、r DeformableAdvancedPinball Region AllFIGURE 3Model (C4) > Static Structural (C5) > ForceFIGURE 4Model (C4) > Static Structural (C5) > Force 2FIGURE 5Model (C4) > Static Structural (C5) > MomentFIGURE 6Model (C4) > Static Structural (C5) > Moment 2FIGURE 7Model (C4)

35、 > Static Structural (C5) > ImageSolution (C6)TABLE 16Model (C4) > Static Structural (C5) > SolutionObject NameSolution (C6)StateSolvedAdaptive Mesh RefinementMax Refinement Loops1.Refinement Depth2.TABLE 17Model (C4) > Static Structural (C5) > Solution (C6) > Solution Informati

36、onObject NameSolution InformationStateSolvedSolution InformationSolution OutputSolver OutputNewton-Raphson Residuals0Update Interval2.5 sDisplay PointsAllTABLE 18Model (C4) > Static Structural (C5) > Solution (C6) > ResultsObject NameTotal DeformationEquivalent StressEquivalent Stress 2Equi

37、valent Stress 3Equivalent Stress 4StateSolvedScopeScoping MethodGeometry SelectionGeometryAll Bodies1 BodyDefinitionTypeTotal DeformationEquivalent (von-Mises) StressByTimeDisplay TimeLastCalculate Time HistoryYesIdentifierResultsMinimum0. mm0.16766 MPa0.33201 MPa0.57252 MPa1.9045 MPaMaximum1.2733 m

38、m257.3 MPa253.73 MPa53.543 MPa111.42 MPaMinimum Occurs OnMaximum Occurs OnInformationTime1. sLoad Step1Substep1Iteration Number1Integration Point ResultsDisplay Option AveragedFIGURE 8Model (C4) > Static Structural (C5) > Solution (C6) > Total Deformation > ImageFIGURE 9Model (C4) &

39、gt; Static Structural (C5) > Solution (C6) > Equivalent Stress > ImageFIGURE 10Model (C4) > Static Structural (C5) > Solution (C6) > Equivalent Stress 2 > ImageFIGURE 11Model (C4) > Static Structural (C5) > Solution (C6) > Equivalent Stress 3 > ImageFIGURE 12Model (C4) > Static Structural (C5) > Solution (C6) > Equivalent Stress 4 > ImageMaterial Data Structural SteelTABLE 19Structural Steel