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    Behavior of Integrated Crosstie Trackwork System

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    Colin MacDougall
    ,
    T. Ivan Campbell
    ,
    David Swanson
    ,
    Yail J. Kim
    ,
    Harry R. Skoblenick
    DOI: 10.1061/(ASCE)0733-9445(2008)134:2(329)
    Publisher: American Society of Civil Engineers
    Abstract: Light rail systems are an important transportation mode in urban centers. An advanced rail transit system has been developed that utilizes linear induction motors (LIM) for propulsion and braking of the vehicles. Due to the tight motor-to-rail air gap tolerances required for the efficient operation of the LIM system, the trackwork requires special consideration. An innovative crosstie trackwork system has been developed to address competing requirements for high stiffness to ensure efficient operation of the LIM, and low track stiffness for acceptable ride quality. The crosstie incorporates a hollow structural steel section welded at each end to formed steel base plates which are supported by elastomeric pads. The crosstie supports steel running rails. This paper describes a finite-element model developed to predict the response of a crosstie to loads that simulate the passage of a steel wheeled transit vehicle. The model uses tetrahedral elements for the hollow structural steel section and the base plates. The elastomeric pads are modeled using elastic foundation elements. The model predicts stresses and deflections in the crosstie. An experimental program that was carried out on the crosstie to investigate its fatigue performance and to obtain data to verify the finite-element model is also described. The model conservatively predicts crosstie deflections and stresses. The hot spot stress approach is used to provide a conservative fatigue life prediction of the crosstie.
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      Behavior of Integrated Crosstie Trackwork System

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    contributor authorColin MacDougall
    contributor authorT. Ivan Campbell
    contributor authorDavid Swanson
    contributor authorYail J. Kim
    contributor authorHarry R. Skoblenick
    date accessioned2017-05-08T21:00:29Z
    date available2017-05-08T21:00:29Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A2%28329%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35188
    description abstractLight rail systems are an important transportation mode in urban centers. An advanced rail transit system has been developed that utilizes linear induction motors (LIM) for propulsion and braking of the vehicles. Due to the tight motor-to-rail air gap tolerances required for the efficient operation of the LIM system, the trackwork requires special consideration. An innovative crosstie trackwork system has been developed to address competing requirements for high stiffness to ensure efficient operation of the LIM, and low track stiffness for acceptable ride quality. The crosstie incorporates a hollow structural steel section welded at each end to formed steel base plates which are supported by elastomeric pads. The crosstie supports steel running rails. This paper describes a finite-element model developed to predict the response of a crosstie to loads that simulate the passage of a steel wheeled transit vehicle. The model uses tetrahedral elements for the hollow structural steel section and the base plates. The elastomeric pads are modeled using elastic foundation elements. The model predicts stresses and deflections in the crosstie. An experimental program that was carried out on the crosstie to investigate its fatigue performance and to obtain data to verify the finite-element model is also described. The model conservatively predicts crosstie deflections and stresses. The hot spot stress approach is used to provide a conservative fatigue life prediction of the crosstie.
    publisherAmerican Society of Civil Engineers
    titleBehavior of Integrated Crosstie Trackwork System
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:2(329)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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