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首页> 外文期刊>Journal of Turbulence >Theoretical investigation into the effect of rail vibration dampers on the dynamical behaviour of a high-speed railway track
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Theoretical investigation into the effect of rail vibration dampers on the dynamical behaviour of a high-speed railway track

机译:铁路振动阻尼器对高速铁路轨道动力学行为的理论研究

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Installation of rail vibration dampers (rail dampers for short) onto rails between sleepers is one of the measures to control rail noise generation and roughness growth. Amid the rapid expansion of high-speed and underground railway networks in China, many suppliers are actively marketing and promoting their products, often giving confusing information. In this paper, a parametric study is used to investigate the effect of rail dampers on the dynamical behavior of a Chinese high-speed railway track. The Fourier transform-based method developed for analyzing dynamics of a railway track as an infinitely long periodic structure, with or without rail dampers, is applied in the investigation. It is hoped that results in this paper can help develop the understanding of the working mechanism of rail dampers, and provide useful information for product design and application.
机译:在轨枕之间的钢轨上安装钢轨减振器(简称钢轨减振器)是控制钢轨噪声产生和粗糙度增长的措施之一。随着中国高速铁路和地下铁路网络的快速扩张,许多供应商正在积极营销和推广他们的产品,往往会给出令人困惑的信息。本文采用参数研究方法,研究了钢轨阻尼器对中国高速铁路轨道动力特性的影响。研究中采用了基于傅里叶变换的方法来分析轨道作为无限长周期结构的动力学,包括有无轨道阻尼器。希望本文的研究结果有助于加深对钢轨减振器工作机理的理解,为产品设计和应用提供有用的信息。

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