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    Dynamic Analysis of Resilient Crosstie Track for Transit System

    Source: Journal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 002
    Author:
    M. J. Fatemi
    ,
    M. F. Green
    ,
    T. I. Campbell
    ,
    A. Moucessian
    DOI: 10.1061/(ASCE)0733-947X(1996)122:2(173)
    Publisher: American Society of Civil Engineers
    Abstract: A dynamic analysis of a new track system, developed for a light rail transit vehicle powered by linear induction motors (LIMs) is made by a specially developed computer package. The track system, which incorporates steel crossties, is modeled by the finite-element method, while the vehicle is modeled separately as a combination of masses, springs, and dampers. The two models, which are linked through wheel loads, are applied to at-grade guideways in a study of the influences of a number of parameters on the dynamic behavior of the track and on the variation of the LIM air gap. The important parameters include vehicle-track interaction, nonlinearity, and stiffness of the tie pads, rail surface profile, and vehicle speed. The dynamic distributions of the LIM and wheel loads among the crossties are also discussed. It is shown that both the surface profile of the rail and the vehicle-track interaction affect the displacement response of the track significantly, while the wheel loads are mainly affected by the rail profile.
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      Dynamic Analysis of Resilient Crosstie Track for Transit System

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/36926
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorM. J. Fatemi
    contributor authorM. F. Green
    contributor authorT. I. Campbell
    contributor authorA. Moucessian
    date accessioned2017-05-08T21:03:20Z
    date available2017-05-08T21:03:20Z
    date copyrightMarch 1996
    date issued1996
    identifier other%28asce%290733-947x%281996%29122%3A2%28173%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36926
    description abstractA dynamic analysis of a new track system, developed for a light rail transit vehicle powered by linear induction motors (LIMs) is made by a specially developed computer package. The track system, which incorporates steel crossties, is modeled by the finite-element method, while the vehicle is modeled separately as a combination of masses, springs, and dampers. The two models, which are linked through wheel loads, are applied to at-grade guideways in a study of the influences of a number of parameters on the dynamic behavior of the track and on the variation of the LIM air gap. The important parameters include vehicle-track interaction, nonlinearity, and stiffness of the tie pads, rail surface profile, and vehicle speed. The dynamic distributions of the LIM and wheel loads among the crossties are also discussed. It is shown that both the surface profile of the rail and the vehicle-track interaction affect the displacement response of the track significantly, while the wheel loads are mainly affected by the rail profile.
    publisherAmerican Society of Civil Engineers
    titleDynamic Analysis of Resilient Crosstie Track for Transit System
    typeJournal Paper
    journal volume122
    journal issue2
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1996)122:2(173)
    treeJournal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 002
    contenttypeFulltext
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