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FIELD TESTING OF AN INTEGRATED RESILIENT TRACKWORK SYSTEM

机译:一体化弹性履带系统的现场测试

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Field testing of a modified trackwork system for LIM powered ART transit vehicles isrndescribed. This involved installation of a 50 m length of the proposed trackwork into a curved section of anrnexisting test track, and monitoring of its response to the passage of vehicles. The monitoring system andrntesting procedure are described, and results relating to static and dynamic displacements, andrnaccelerations are presented and discussed. Results indicate that the trackwork responds primarily tornpassage of a bogie, which contains two axles, rather than to individual axle loads, and the dynamicrncomponent of pad deflection during passage of the vehicle is small and appears to be independent ofrnspeed. The maximum deflection of the elastomeric pad under crush loading is 21.5% of thernuncompressed pad thickness. The maximum loading to which a tie is subjected is 25.5% of an axle load,rnwhile the maximum change in the LIM air gap is 0.42 mm. Relatively high acceleration levels in the railrnappear to be the result of wheel and rail imperfections (flats and pits); however, the accelerations in thernconcrete guideway are effectively dampened by the elastomeric pads, thus providing a good vibrationrnisolation to surrounding ground or infrastructure.
机译:描述了一种用于LIM驱动的ART运输车辆的改进的履带系统的现场测试。这涉及将50 m长的拟议轨道工程安装到不存在的测试轨道的弯曲部分中,并监视其对车辆通过的响应。描述了监测系统和测试程序,并提出和讨论了与静态和动态位移以及加速度有关的结果。结果表明,轨道工作主要对包含两个轴的转向架的驶过做出反应,而不是对单个轴的负载做出响应,并且在车辆通过过程中,垫板偏转的动态分量很小,并且似乎与速度无关。压碎载荷下弹性体垫的最大挠度是未压缩垫厚度的21.5%。拉杆承受的最大负载为车轴负载的25.5%,而LIM气隙的最大变化为0.42 mm。铁路中相对较高的加速度水平似乎是车轮和铁路缺陷(平坦和凹坑)的结果;但是,混凝土导轨中的加速度可以通过弹性垫有效地衰减,从而为周围的地面或基础设施提供良好的隔振效果。

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