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Wheel-Rail Impact Loads, Noise and Vibration: A Review of Excitation Mechanisms, Prediction Methods and Mitigation Measures

机译:轮轨冲击载荷,噪音和振动:促进机制,预测方法和缓解措施综述

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Railway noise and ground-borne vibration induced by wheel-rail impact loads are generated by discrete wheel/rail surface irregularities or local deviations in the nominal wheel-rail contact geometry. On the running surface of a rail, a discrete irregularity can be inherent to the railway design, for example at crossings or insulated joints. On the wheel or rail, the irregularity could also be the result of surface damage due to rolling contact fatigue cracking or a consequence of wheel sliding without rolling. This review describes the mechanisms of wheel-rail impact generated by wheel flats, rail joints and crossings. These can be a source of locally increased noise and vibration levels and increased annoyance, as well as of damage to vehicle and track components. The wheel-rail excitation at such irregularities, as indicated by the vertical wheel centre trajectory, leads to an abrupt change of momentum, potentially causing a momentary loss of wheel-rail contact followed by an impact on the rail. The resulting loading is a transient and often periodically repeated event exciting vibration in a wide frequency range with most of the energy concentrated below about 1 kHz. For the numerical prediction of high-magnitude transient loading and situations potentially leading to loss of contact, a non-linear wheel-rail contact model is required, implying that the simulation of contact force is carried out in the time domain. To avoid the need for large, computationally expensive models, a hybrid approach has been developed in which the time history of the contact force is transformed into an equivalent roughness spectrum; this is used as input to frequency-domain models for the prediction of noise and vibration. Since the excitation mechanism is similar to that for rolling noise, the same types of measures to mitigate wheel and track vibration can be applied. However, the main priority should be to control the irregularity by design and regular maintenance.
机译:由轮轨冲击载荷引起的铁路噪声和地面振动由离散轮/轨道表面不规则或标称轮轨接触几何形状中的局部偏差产生。在轨道的运行表面上,可以在铁路设计中固有离散的不规则性,例如在交叉口或绝缘接头处。在车轮或轨道上,不规则性也可能是由于滚动接触疲劳裂缝或车轮滑动而没有滚动的后果导致的表面损坏的结果。该审查描述了轮轨冲击由轮子,轨道和交叉口产生的轮轨冲击的机制。这些可以是局部增加的噪声和振动水平的源泉,并且增加了烦恼,以及车辆和轨道部件的损坏。如垂直轮中心轨迹所示,这种不规则性的轮轨激发导致动量突然变化,可能导致车轮轨道接触的瞬间损失,然后对轨道产生冲击。得到的加载是瞬态的,并且通常在宽频范围内经常在宽频率范围内重复令人兴奋的振动,其大部分能量集中在约1kHz以下。对于高度瞬态负载的数值预测和可能导致接触损失的情况,需要一种非线性轮轨接触型号,这意味着在时域中进行接触力的模拟。为避免需要大,计算昂贵的模型,已经开发了一种混合方法,其中接触力的时间历史转变为等同的粗糙度谱;这被用作对频域模型的输入,用于预测噪声和振动。由于激励机构类似于滚动噪声的机构,因此可以应用用于减轻车轮和轨道振动的相同类型的措施。但是,主要优先事项应通过设计和定期维护来控制不规则性。

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