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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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