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ID:36403549
大小:9.64 MB
页数:96页
时间:2019-05-10
《无砟轨道桥上无缝道岔交叉渡线纵向力研究》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、西南交通大学硕士学位论文无砟轨道桥上无缝道岔交叉渡线纵向力研究姓名:张世杰申请学位级别:硕士专业:道路与铁道工程指导教师:王平20080601西南交通大学硕士研究生学位论文第1I页AbstractBothseamlessturnoutandcontinuouslyweldedrail(CWR)trackonbridgearekeytechniquesforhighspeedrailwayandheavyhaulrailwaytostrengthentrackstructure.Themechanicalmechanism
2、sofbothseamlessturnoutandCWRtrackonbridgeareverycomplexandtheyhavealwaysbeenthefocalpointsanddifficultypointsofrailwaymodernizationtechniqueresearch.Becauseoftherestrictionoflandformorenvironmentalprotection,seamlessturnoutwillbeunavoidablylaidonbridgeinnewly-bui
3、ltrailwayorcityelevatedrailway.seamlessturnoutscissorscrossingisoneoftrackequipmentmadeengineblockandrollingstockfromoneroutecrossovertoanotherroute,canshortenstationandyardareaandlength,andabroadapplicationintracktrafficofcityandrailway.Inthispaper,accordingtoth
4、erouteofHainaneast-looptheseamlessturnoutscissorscrossingonballastlessbridge,using60kg/mrail,No.12fixedfrog.and5.0mbetweencentersofrailsscissorscrossingstructuredisposaloncontinuous.beam,themodeisestablished.by.adopting.finite.elementmethod(FEM).Theformofstructur
5、eandworkingcharacteristicaremorecomlex,theaccountdateoflongitudinalforceanddisplacementwasnotseen,thereisnoengineeringexperienceofseamlessturnoutonbridgeinChina,andtherelatedtheoryresearchisalsoveryfew.Inordertoguidethefutureengineeringpracticewithscientifictheor
6、y,thispaperfinishedsomepioneertheoryresearchesasfollows:(1)Aimingatballastlesstrack,afiniteelementmechanicsmodelWasestablishedwhichcancalculatethetensileandcompressiveforceanddisplacementofweldedturnoutscissorscrossingonbridge.Inthemodel,therails··sleeper··slab··
7、bridge·-pierwereconsideredasasystem;steelrailandsleeperissimplifiedtobeamelements;ballastbedslabandbridgeissolidelements;pierorabutmentinfixedbearingwasconsideredaslinearspringelement;longitudinalballastresistance,spacerpiecesresistanceandspacingironblockswerecon
8、sideredasnonlinearspringelement.themodelwereestablishedbyANSYS.accordingtoNewton—iterativeruletosolve.(2)Thecalculationmodeloftensileandcompressiveforceanddisp
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