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    Optimum Shape of Turnout Diverging Track with Segments of Variable Curvature

    Source: Journal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 001
    Author:
    Wladyslaw Koc
    DOI: 10.1061/JTEPBS.0000203
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on shaping the variable curvature in the diverging track of a railway turnout. Based on some earlier studies, solutions provided with a circular arc in the midzone and extreme regions with segments of nonlinear curvature of equal length and zero curvature at the start and end of the turnout have been assumed as models. The most advantageous type of curvature has been chosen, taking into account the kinematic conditions. The presentation includes an analytical record of the curvature, tangent inclination angle in the diverging track length, and Cartesian coordinates of the track. The paper also discusses the determination of a set of basic values relating to geometric parameters appropriate for a given speed of trains adequate for ensuring the minimization of the length of the entire turnout at a given final ordinate.
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      Optimum Shape of Turnout Diverging Track with Segments of Variable Curvature

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    contributor authorWladyslaw Koc
    date accessioned2019-03-10T11:54:37Z
    date available2019-03-10T11:54:37Z
    date issued2019
    identifier otherJTEPBS.0000203.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254476
    description abstractThis paper focuses on shaping the variable curvature in the diverging track of a railway turnout. Based on some earlier studies, solutions provided with a circular arc in the midzone and extreme regions with segments of nonlinear curvature of equal length and zero curvature at the start and end of the turnout have been assumed as models. The most advantageous type of curvature has been chosen, taking into account the kinematic conditions. The presentation includes an analytical record of the curvature, tangent inclination angle in the diverging track length, and Cartesian coordinates of the track. The paper also discusses the determination of a set of basic values relating to geometric parameters appropriate for a given speed of trains adequate for ensuring the minimization of the length of the entire turnout at a given final ordinate.
    publisherAmerican Society of Civil Engineers
    titleOptimum Shape of Turnout Diverging Track with Segments of Variable Curvature
    typeJournal Paper
    journal volume145
    journal issue1
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.0000203
    page04018077
    treeJournal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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