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ID:34109222
大小:1.38 MB
页数:26页
时间:2019-03-03
《chapter six stiffness:六章刚度》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、ChapterSix:stiffness6.1MemberendreleasesJointstiffnessisexpressedinthemastermatrixforastructure,buttwosituationsexistthatmaycausethemtovary.First,ajointthatisbeingutilizedasasupportmaybereleased.Forexample,thesupportbecomesslottedorpinned.Second,amembercanbephysicallyreleasedfromajointforoneormoreof
2、thesixpossibleenddisplacements.Whenlookingatajointrelease,thejointisfullydesignedasasupportbeforetherelease.Thiscreatesthereactioncomponents.Whenamemberreleaseoccurs,thememberisreleasedinsomedirectionandthestiffnesscontributionthatmemberwasmakingtothejointchangesorgoestozero.Takenotethatthememberisr
3、eleasedinthelocalsystem.Example6.1-1Example6.1-26.2Non-prismaticmembers6.2.1RotationandTranslationStiffness-26FromCastigliano’s:SinceIvaries,let:Therefore:Stiffness-26Inmatrixform,theflexibilitymatrix:SolvingforPA&MAbythecofactormethod:InStiffnessform:TransmittotheBend:Byequilibrium:Stiffness-26Carr
4、y-overfactor:Withrotationonly:Thedistributionfactorisaratiooftherotationalstiffnessofamembertothesumoftherotationalstiffnessofallmembersatthejoint.Rotationalstiffness,thestiffnessduetorotationatpointA:DistributionFactor:Stiffness-26RotationanddeflectionatpointBcanbederivedusingthesamemethod.Thestiff
5、nessmatrixissymmetric:InStiffnessform:TransmittotheBend:Byequilibrium:Stiffness-26Carry-overfactor:Withrotationonly:Thedistributionfactorisaratiooftherotationalstiffnessofamembertothesumoftherotationalstiffnessofallmembersatthejoint.Rotationalstiffness,thestiffnessduetorotationatpointA:DistributionF
6、actor:Stiffness-266.1.2Fixed-endMomentsUniformlydistributedload:Stiffness-26let,therefore,Byequilibrium:Stiffness-26And,Uniformlydistributedload:ConcentratedLoad:Stiffness-26Foreithercase,let,Inmatrixform:Stiffness-26Byequilibrium:Example6.2.2-1Example6.2.2-2Example6.2.2-3Example6.2.2-4TotalTwo-Dime
7、nsionalNon-PrismaticStiffnessMatrixX-Z6.1Shearstiffness6.1.1ShearstiffnessStiffness-26Stiffness-26Fromstatics,Example6.3.-1Example6.3.-2Two-DimensionalShearStiffnessMatrixThree-DimensionalShearStiffne
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