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Shielding Effect of U-shaped Girder Bridge on Wheel-rail Noise

机译:U形梁桥对轮轨噪声的屏蔽效果

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The predominant noise source of a train operating below 120 km/h is wheel-rail noise. Decades of outstanding research has demonstrated that wheel-rail noise can be substantially attenuated by using of noise barriers. Bridge engineers tend to design a through type bridge, for instance, U-shaped girder bridge, for railway lines passing through residual areas. The webs of the U-shaped girder function as low-rise noise barriers, which is believed to be able to reduce wheel-rail noise; whereas, mechanism of this shielding effect and its quantitative analysis remain unsolved. This paper aims to numerically determine its effectiveness. Two-dimensional models based on boundary element method (BEM) was built to perform the numerical simulations, in which detailed cross-sections of an U-shaped girder and a box-shaped girder as well as track structure were considered. The equivalent noise source of the wheel-rail noise was obtained from measured results. The quantitative analysis of the shielding effect was calculated based on the BEM models. Three parameters of a U-shaped girder, i.e., flange length, web height and web angle, were modified to investigate their influences. Some valuable results in theory and engineering were finally obtained.
机译:在120 km / h以下的火车的主要噪声源是轮轨噪音。几十年的突出研究已经证明,通过使用噪声屏障可以基本上减弱轮轨噪音。桥梁工程师倾向于设计通桥,例如U形梁桥,用于通过剩余区域的铁路线。 U形梁的纤维函数作为低上升噪声屏障,这被认为能够减少轮轨噪音;然而,这种屏蔽效果的机制及其定量分析仍未解决。本文旨在数值确定其有效性。建立了基于边界元法(BEM)的二维模型以执行数值模拟,其中U形梁的详细横截面和盒形梁以及轨道结构的详细横截面。从测量结果获得轮轨噪声的等效噪声源。基于BEM模型计算屏蔽效果的定量分析。修改了U形梁,即法兰长度,网状高度和网角度的三个参数,以研究其影响。最终获得了理论和工程的一些有价值的结果。

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