研究在高速铁路车辆动力学计算中使用记录轨道不平整所形成的扰动的可能性

L. Lapina, I. Malysheva, T. Mokrii
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摘要

乌克兰在战后重建期间的一项紧迫任务将是升级整个铁路运输系统,特别是发展高速客运。高速铁路车辆动态性能的预测需要形成新的输入阵列(轨道诱导扰动),这将满足更严格的轨道几何要求。这项工作的目的是研究利用在乌克兰铁路实际路段记录的轨道不规则性来构建作用于高速行驶的轨道车辆的轨道诱导干扰的组成部分的可能性。本文详细讨论了适用于高速交通的轨道几何参数的标准规范。数据包含在标准DSTU EN 13848-5:2018中,该标准是乌克兰通过确认采用的欧洲标准。利用轨道测量车在定期轨道检查期间在Pryndiprovska铁路的多个路段记录的轨道沉降和路线不规则性,形成了实际垂直和水平不规则性的过程。这些路段的质量不需要任何速度限制。计算了这些截面的不规则参数。计算参数与DSTU EN 13848-5:2018规定的参数之间的比较表明,在考虑的路段中,存在满足轨道几何要求并允许速度至少达到230公里/小时的路段。以KVZ-TsNII-M型卡车的标准客车行驶性能为例,验证了在计算中使用所选轨道段中的不规则性作为干扰分量。计算结果表明,利用所产生的扰动进行高速轨道车辆动力性能数值计算的可能性,同时也证实了在高速轨道车辆设计上需要新的工程解决方案。
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Study of the possibility of using disturbances formed from recorded track irregularities in the calculation of high-speed rail vehicle dynamics
An urgent task for Ukraine during the post-war reconstruction of the country will be the upgrade of the entire railway transportation system, in particular the development of high-speed passenger traffic. The prediction of the dynamic performance of high-speed rail vehicles calls for the formation of new input arrays (track-induced disturbances) that would account for more stringent track geometry requirements. The aim of this work is to study the possibility of using track irregularities recorded in real sections of the Ukrainian railways to construct the components of track-induced disturbances acting on a rail vehicle moving at a high speed. This paper considers in detail standard specifications for the geometric parameters of a track suitable for high-speed traffic. The data are contained in the Standard DSTU EN 13848-5:2018, which is a European standard adopted in Ukraine as a national one by confirmation. Using the track subsidence and alignment irregularities recorded by a track measurement car in a number of sections of the Pryndiprovska railway during a scheduled track inspection, processes of actual vertical and horizontal irregularities were formed. The quality of those sections had not require any speed limitation. Irregularity parameters for those sections were calculated. A comparison between the calculated parameters and those specified by the DSTU EN 13848-5:2018 showed that among the sections considered there exist ones that meet the track geometry requirements and allow speeds at least up to 230 km/h. The use of the irregularities in the selected track sections as disturbance components in calculations was tested by the example of determining the ride performance of a standard passenger car with KVZ-TsNII-M trucks. The calculated results showed the possibility of using the generated disturbances in numerical calculations of the dynamic performance of rail vehicles at increased speeds and at the same time confirmed the need for new engineering solutions on the design of rail vehicles capable of operating at such speeds.
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