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ID:33154078
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页数:7页
时间:2019-02-21
《lecture 17 bending stress:讲座17弯曲应力》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、EGR236PropertiesandMechanicsofMaterialsSpring2013Lecture17:BendingStressToday:--Homeworkquestions:--NewTopics:--SomemoreShear-MomentDiagrams--StressinBeamssubjectedtoBending--MomentofInertia--Homework:ReadSection6:3-4WorkProblemsfromChap6:37,73,75,80Followingtoday'sclassyoushouldbea
2、bleto:--Statewherethemaximumstresseswillbefoundinabeamsubjectedtobendingloads.--Beabletocalculatethemaximumstressinabeamcausedbyabendingload--Understandthedifferencebetweencompressiveandtensilebendingstress.Beams:Wheneverthereisaninternalbendingmoment,M,actingonthecrosssectionofabea
3、m,thiswillsetupnormalstressesinthebeam.FBL-xxMVVFAThestresssetupbysuchabendingmomenttendstobemaximumasyoureachtheouterfibersofthebeam.Thereisalsoalocationinthecrosssectionwherethestressdropstozeroalongwhatiscalledtheneutralaxis.σcompNeutralAxisMVVMσtenTheneutralaxisrunsthroughthecen
4、troidoftheareaofthecrosssection.Thestressincreaseslinearlywiththedistancefromtheneutralaxis.Sothefartherawayaportionofthecrosssectionisfromthecentroid,thelargerwillbethenormalstressduetobending.σcompNeutralAxisMVVMσtenOnonesideoftheneutralaxisthestresseswillbetensile.Ontheothersidet
5、hestresseswillbecompressive.ThemagnitudeofthesenormalstressesaregivenbyaformulaknownastheflexureformulawhereMistheresultantinternalbendingmoment,cisthedistancefromtheneutralaxisIisthemomentinertiaofthecrosssectionabouttheneutralaxisNotethatthenegativesignisanindicationofwhetherthest
6、ressistensileorcompressive.Negativemeansacompressivestress.Procedureforanalysisofbeamssubjectedtobending.1)Determinetheinternalreactions.FindthedistributionofVandMalongthelengthofbeam.ThisisusuallydonebydrawingtheShearandMomentdiagrams.2)DeterminetheSectionProperties.Thismayincluden
7、eedingtoa)locatetheneutralaxisthroughthecentroidoftheareab)determinethemomentofinertiaaboutthecentroid3)DeterminethemaximumnormalcompressiveandtensilestressesbyuseoftheflexureformulaExample1:AT-shapedbeambuiltfromtwowoodenboardshastheloadingshownbelow.Determinethemaximumcompressivea
8、ndtensilestressinth
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