crtsi型板式无砟轨道正线与道岔过渡段竖向动力分析

crtsi型板式无砟轨道正线与道岔过渡段竖向动力分析

ID:32993449

大小:9.38 MB

页数:92页

时间:2019-02-18

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1、ABSTRACTEstablishedslabtrackandturnouttransitionsectionastheresearchobjectUsingacademicianZengQingyuan’Sconstantelasticpotentialenergyprinciplecalled”seatmatching”method.thispaperestablishedthevehiclemodelequations.andusedMATLABfortheprogramofvehicle

2、equationBasedontheestablishedANSYSmodel,usingANSYSextractionmatrixmethod,thispaperestablishedthefoundationmatrixAccordingtothematrixdocument’Sextractionforthe【oadanav.theIinepositionoftherajlnodesinthelowerfundamentalinatrixwasgottenTheuheel—raIIcoup

3、ledequationsduetotheircouplingl_elationshlpwasdeduced,combiningthevehiclematrixwiththelowerfundamentalmatrix’SlinepositionintoanentirematrixⅥ,ithtime—vaD'ingtrain—trackcouplingsystemMATLABwasusedforworkingOUtrelevantproceduresRunningthecalculationpro

4、gramforvibrationresponseofallpansintrain—railsystem,andthemodel’Saccuracywasverifiedbycomparingwithauthoritativepaper,byⅥhichthedynamicresponseoftheslabtrackwiththeturnoutwascalculatedTherefore.someconclusionsareadressed:whentheelasticmodulusofCAmort

5、arincreasesfrom200MPatO600MPa.slabtrack’Sdeformationandvibrationresponsewouldbothreduceby60%orSO;whenthefastenerverticalstiffnessincreasesfrom20to70.raildeforrnationwouldreduceby70%whichlcadstolessinfluenceOilrailacceleration;whentheslabtrackaccelera

6、tesincreasingbv70%.1esseffectwouldmakeonitsdisplacementdefonnation;、、henirregularitiesamplitudeincreasesfrom2mmto15lnnl.trainaccelerationwouldjncreaseby4.4times,whichmakeIesseffeCtonotherstatus;whenthespeedgrowsfrom160km/hto350kardh.railandslabtrack’

7、Saccelerationwouldgrowby3timesorso,othersareIesseffectedThewheel-railforcemainlyinfluencedbytherailsurfaceirregularityandthetrainspeedAtiersomeanalysis.jtwasfoundOUtthattheonlyinfluencefactorofstimlessmatchbetweeninterva】andturnoutareawastheirvemical

8、stiffnessoftheNstenenByadjustingtheverticalstiffimssparalnetersandsomecalculation,theconclusionwasadressed:whenIntervalstifineSSiSlargerthanverticalstifinessofturnoutareafastenerby12±1kN/mm.bothofthemwouldmatchwellTherefore,thesuggestedturnoutareasti

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