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ID:36622846
大小:1.69 MB
页数:73页
时间:2019-05-13
《大跨径无背索钢-混叠合梁斜塔斜拉桥桥面铺装受力特性研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、学校代号:10536学号;03054008密级:长沙理工大学硕士学位论文Y5175781大跨径无背索钢一混叠合梁斜塔斜拉桥桥面铺装受力特性研究学位申请人姓名韭措至导师姓名及职称童盛垄整毽型d!蘧副塾毽培养单位篮进堡工盔生专业名称.拯狴皇睦重王猩论文提交日期2QQi生!旦论文答辩B期2QQ§生5目目答辩委员会主席至箜猃ABSTRACTInChina,thedamagetothedeckpavementoflong-spanbridgehasbecomeamoreandmoreseriousproblem.EventhouI曲thepave
2、mentiswellconstructed,thereexistalotofdestructions.whichaffectthetrafficsafetyandbridgedurability,wimtheinfluencesofnaturalenvironmentandtrafficloadsHowever,duringbridged∞ignandcurrentrelatedcode,itisstillpayinsufficientattentiontothesystemanalysisofpavementstresschamcIe
3、ristic,becausethecun'entrelatedtheoryresearchesalladopttheapproximatemodelofcircleorrectangleuniformload.Basedonthementionedabove,theissueofbfidgedeckpavementhasbecomeakeyengineeringtechnologyintheconstructionoflong-spanbridge.Thisdissertation,whichprovidestherationalefo
4、rpavementdesignandfurtherresearchonthepavementdestructionmechanics,mainlymakesastudyofthestresslawofdeckpavementinMeehanies.Ithasgreatimportanttheoreticalmeaningandappliedvalue.Thisdissertationanalyzesthepavementstresscharaaeristicoflong·spaninclinedtowercable-stayedbrid
5、geofsteel-concretecompositeboxgirderwithoutbackstay,usinganalytichierarchyprocess(AHP)fi-omwholetopartItsummarizesthemaindestructiontypeofthedeckpavementandintroducesthetensilesmmgthindexofpavementandtheinter-layershearmengthindexbetweenpavementanddeckslab.Usingfiniteele
6、menttheoryofcontactstressanalysisandfiniteelementmodelwhichisestablishedbyfiniteelementsoftwareANSYSandiscontactedbythefrontandbackcarwheel,thevalueofcontactStresSandregularitiesofdistributioncanbegained.Withthebendingmomentofthegirderasguidepostsofthepavementdestruction
7、,themostunfavorableplace,whilecarsloadsalongthebridgemachinedirectionanditscorrespondingboundarycondition,isgotbycarryingonstressanalysisof2Dwholebridgetothelong-spancable-stayedbridge,Byestablishingthefiniteelementmodelofgirdersegmentof3Dpart,itdoesfinepartanalysistothe
8、pavementstresscharacteristic.111emostunfavorableplaceofloadofpavementStresscanbeconfirmedanditsstateofs
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