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DYNAMIC VEHICLE-TRACK INTERACTION WITH MULTIPLE SHORT RAIL DEFECTS OVER LONG WAVELENGTH TRACK SETTLEMENT

机译:具有多个短轨缺陷的动态车辆轨道相互作用在长波长轨道结算

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Daily, hundreds of millions of train journeys are operated around the world. Trains are running on tracks at a wide range of speeds, causing dynamic effects onto track systems. The dynamic interactions between vehicle and track impose vibrations and acoustic radiations and become moving vibro-acoustic sources along the railway corridor. Especially when there is imperfection of either wheel or rail, the dynamic amplification of loading conditions and reflected vibration effects on infrastructure and rolling stocks is significantly higher. Therefore, dynamic resistance of every component (derived from dynamic testing of materials and structure) is vital in improving dynamic performance of track system. In real life, imperfection of rail tracks is inevitable and can be classified into short wave length and long wave length defects. The short wavelength defects include high-frequency related rail surface defects such as dipped joint rails, rail squats, rolling contact fatigues (RCFs), rail gabs and crossing nose. The long wavelength defects are those associated with low frequency vibrations such as differential track settlement, mud pumping, bridge ends, stiffness transition zone, etc. Most previous studies into vehicle-track interactions are concerned only to a single discreet defect individually. This study is the world first to evaluate the coupling dynamic vehicle-track interactions over coupled multiple short and long wavelength rail defects. The vehicle model has adopted multi degrees of freedom coupling with a discrete supported track model using Herzian contact theory. The validated multi-body simulations have been used to investigate the effects of the multiple short defects (e.g. multiple squats or continuous RCFs). This paper highlights the dynamic impact load factors experienced by railway track components due to wheel/rail contacts. The insight into the dynamic amplification will enable predictive track maintenance and risk-based track inspection planning to enhance public safety and reduce unplanned maintenance costs.
机译:每日,数亿列车旅程在世界各地运营。火车在各种速度下轨道运行,导致动态效果到轨道系统。车辆和轨道之间的动态相互作用施加振动和声学辐射,并成为沿铁路走廊移动的振动声源。特别是当轮胎或轨道的缺陷时,负载条件的动态放大和对基础设施和滚动股的反射振动效应明显高。因此,每个组分的动态阻力(来自材料和结构动态测试)对于提高轨道系统的动态性能至关重要。在现实生活中,轨道轨道的不完美是不可避免的,可以分为短波长度和长波长缺陷。短波长缺陷包括高频相关轨道表面缺陷,例如浸渍的接头轨道,轨道蹲,滚动接触疲劳(RCF),轨道盖和穿越鼻子。长波长缺陷是与低频振动相关的那些,例如差动轨道沉降,泥浆泵送,桥端,刚度过渡区等。最先前的研究进入车辆轨道相互作用的研究仅涉及单独的单一谨慎缺陷。本研究是世界首先评估耦合多个短和长波长轨缺陷的耦合动态车辆轨道相互作用。车型采用了使用Herzian接触理论的离散支持的轨道模型多程度的自由耦合。已使用验证的多体模拟来研究多个短缺的影响(例如,多蹲或连续RCF)。本文突出了由于车轮/轨道接触引起的铁路轨道部件经历的动态冲击载荷因子。对动态放大的洞察力将实现预测的轨道维护和基于风险的轨道检查计划,以提高公共安全,减少意外计划的维护成本。

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