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lidFace, FaceProgram ControlledAutomaticSymmetricNeverPure PenaltyProgram ControlledProgram ControlledContact Region 8BondedSolid and SolidFace, FaceProgram ControlledAutomaticSymmetricNeverPure PenaltyProgram ControlledProgram ControlledContact Region 9BondedSolid and SolidFace, FaceProgram ControlledAutomaticSymmetricNeverPure PenaltyProgram ControlledProgram ControlledContact Region 10BondedSolid and SolidFace, FaceProgram ControlledAutomaticSymmetricNeverPure PenaltyProgram ControlledProgram ControlledContact Region 11BondedSolid and SolidFace, FaceProgram ControlledAutomaticSymmetricNeverPure PenaltyProgram ControlledProgram ControlledContact Region 12BondedSolid and SolidFace, FaceProgram ControlledAutomaticSymmetricNeverPure PenaltyProgram ControlledProgram Controlled.Mesh167。 Mesh, associated with Model has an overall relevance of 0. 167。 Mesh contains 46769 nodes and 19744 elements. No mesh controls specified..EnvironmentSimulation Type is set to StaticAnalysis Type is set to Free VibrationNo loads or support defined..SolutionSolver Type is set to Program ControlledWeak Springs is set to Program ControlledLarge Deflection is set to OffSolution contains the calculated response for Model given loading conditions defined in Environment. 167。 Thermal expansion calculations use a constant reference temperature of 161。227。C for all bodies in Model. Theoretically, at a uniform temperature of 161。227。C no strain results from thermal expansion or contraction. .Frequency ResultsFrequency results apply to all active bodies in Model. Table.First20NaturalFrequenciesNameModeFrequencyAlert Criteria1st Frequency Mode In Range1Hznone2nd Frequency Mode In Range2103Hznone3rd Frequency Mode In Range3103Hznone4th Frequency Mode In Range4Hznone5th Frequency Mode In Range5Hznone6th Frequency Mode In Range6Hznone7th Frequency Mode In Range7Hznone8th Frequency Mode In Range8Hznone9th Frequency Mode In Range9Hznone10th Frequency Mode In Range10Hznone11th Frequency Mode In Range11Hznone12th Frequency Mode In Range12Hznone13th Frequency Mode In Range13Hznone14th Frequency Mode In Range14Hznone15th Frequency Mode In Range15Hznone16th Frequency Mode In Range16Hznone17th Frequency Mode In Range17Hznone18th Frequency Mode In Range18Hznone19th Frequency Mode In Range19Hznone20th Frequency Mode In Range20Hznone167。 Convergence tracking not enabled. AppendicesA1.Scenario 1 FiguresNo figures to display.A2.Definition of Structural SteelTable.StructuralSteelConstantPropertiesNameValueCompressive Ultimate Strength PaCompressive Yield Strength108 PaDensity7, kg/m3Poisson39。s Ratio Tensile Yield Strength108 PaTensile Ultimate Strength108 PaYoung39。s Modulus1011 PaThermal Expansion105 1/161。227。CSpecific Heat J/kg161。164。161。227。CThermal Conductivity W/m161。164。161。227。CRelative Permeability10, Resistivity107 Ohm161。164。mTable .Alternating StressMean Value Table.AlternatingStressCyclesAlternating Stress 109 Pa 109 Pa 109 Pa 109 Pa 109 Pa2, 108 Pa10, 108 Pa20, 108 Pa100, 108 Pa200, 108 Pa1,000, 107 PaTable .StrainLife ParametersTable.StrainLifeParametersStrength Coefficient108 PaStrength Exponent Ductility Coefficient Ductility Exponent Cyclic Strength Coefficient109 PaCyclic Strain Hardening Exponent A3.Distributing This ReportThe following table lists the files that you need to include for posting this report to an Internet or Intranet web server or for moving this report to a different location. Store all files in the same folder as the HTML page.This report was originally generated in the folder C:\Documents and Settings\Administrator\Application Data\Ansys\v100\.Table.FilesIncludedInThisReportFile NameDescriptionThis HTML page.The Cascading Style Sheet used to format the HTML page.The ANSYS image displayed at the top of the title page.Table . Alternating Stress Alternating StressTable . StrainLife Parameters StrainLife Parameters42