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Assesment of the transverse galloping stability of a railway overhead located above a railway bridge

机译:评估位于铁路桥上的铁路开销的横向疾驰稳定性

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In this paper, galloping instability of catenary overheads located at railway bridge is assessed. A first contribution of this paper is the experimental characterization, in a wind tunnel, of the flow field above the railway platform for a cross-wind protected railway bridge. From particle image velocimetry (Ply) measurements, the averaged flow field above the railway platform is obtained and estimations of the bidimensional averaged wind velocity field are reported. Another contribution of the paper is the measurement of aerodynamic coefficients of a BC 120 contact wire cross section. From both measurements, averaged PIV flow field and aerodynamic coefficients, galloping stability is assessed using a parameter based on Den Hartog criterion. A comparison with the results obtained using the aerodynamic coefficients reported by Scanlon and Sticldand is also presented and discussed. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文评估了位于铁路桥梁桥接架空上的疾驰不稳定。 本文的第一贡献是在铁路平台上方的风隧道中的实验表征,用于交叉风电路的铁路桥。 从粒子图像速度(PLY)测量,获得了铁路平台上方的平均流场,并报道了偏压平均风速场的估计。 纸张的另一个贡献是BC 120接触线横截面的空气动力学系数的测量。 从两种测量,平均PIV流场和空气动力学系数,使用基于DEN HARTOG标准的参数评估疾驰稳定性。 还提出并讨论了使用Scanlon和Sticldand报告的空气动力学系数获得的结果的比较。 (c)2017 Elsevier Ltd.保留所有权利。

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