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ID:34117120
大小:2.66 MB
页数:63页
时间:2019-03-03
《大跨度梁桁组合结构节点区受力特性分析》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、西南交通大学硕士研究生学位论文第1l页AbstractThecompositetruss.beamstructureisonethatissomehownew,anditisprovidedwitheasymaintaining,reasonablecostandhighcarryingcapacity.Thereisplentyofthisbridgebeingbuiltonforeigncountries,thusthestudyofitisstillinthestageofdevelopmentinOu
2、rcountry.Withthedevelopmentofthestructuredesigntheoryandtheconstructiontechnology,thestudyofthisstructureiswildlycarryingoninOurcountry.Forthejointofthisstructureisthecriticalregionthatguaranteesthetrussandbeamworkingconsistently.Thestudyofthejointgradually
3、becomesarepresentativesubjectofsuchstructure.Thisthesisreviewedthedevelopmentandstatedthecurrentsituationofbeam—trusscompositestructureinforeigncountriesanddomestic.Andthestressdistribution,theforcetransmissionmodeandtheload.displacementcurveofthejointhasbe
4、encalculatedbyANSYS.Thefiniteelementmodelincludingnonlinearcontactofthejointwassetuptostudythestressandthestrainoftherealjointprecisely.Thenthispaperanalyzedtheoutcomingsofthefiniteelementanalysiswhichindicatedthestressandstraindistributionsdisciplineandthe
5、load.displacementcurveofthejoint.Thejointmodelthatisscaledbythewayofequalcarryingcapacitywasexecuted.Theresultofthemodeltestshowsthattheiointisstillintactafterexerted600tonit;theload-displacementcurveremainanobliquestraightlinethatmeansthejointisstillinthes
6、tageofelastic.Afterwards,analysisofthetworesultsiscarriedout,whichshowsthatthesetworesultsmeeteachotherwell.Accordingtotheanalysis,thePBLiseffectiveandreliable.Theentirenodehashighstiffness,highcarryingcapacityandgoodcrackresistance,whichshowthatjointconstr
7、uctionisreasonableandmeetsthedesignrequirementsoftruss—beamcompositestructureintheaspectofreliability,security.Meanwhilethisarticleaccumulatessomedataandexperiencesformetruss—beamcompositestructureespeciallythejoint.Keywords:beam.trusscompositestructure;joi
8、nt;finiteelementmethod;contactanalysis;modeltest西南交通大学硕士研究生学位论文第
9、ll页目录第一章绪论⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯11.1研究背景⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯11.2课题研究意义⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯21.3桁梁组合结构发展概况及研究现状⋯⋯
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