Effects of fastener elastic cushion deterioration on dynamic characteristics of high-speed train-turnout system

被引:0
|
作者
Hou M. [1 ,2 ]
Xu J. [1 ,2 ]
Wang P. [1 ,2 ]
Yan Z. [1 ,2 ]
Ma Q. [1 ,2 ]
机构
[1] School of Civil Engineering, Southwest Jiaotong University, Chengdu
[2] Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu
来源
关键词
axle box vibration acceleration; dynamic characteristics; fastener elastic cushion deterioration; high-speed turnout; rigid-flexible coupled dynamics;
D O I
10.13465/j.cnki.jvs.2023.21.012
中图分类号
学科分类号
摘要
With increase in high-speed railway operation time, elastic cushions of fasteners in turnout area deteriorate to have a negative impact on dynamic performance of trains passing through turnout. Here, to study effects of deterioration of fastener elastic cushion on dynamic characteristics of high-speed train-turnout system, considering flexible deformation of rail in turnout area, taking high-speed railway No. 18 ballastless turnout as the study object, a train-turnout rigid-flexible coupled dynamic model was established. Through time-domain and frequency-domain analyses, effects of fastener elastic cushion deterioration position, deterioration degree, deterioration number and train running speed on dynamic characteristics of train-turnout system were studied. The study results showed that deterioration position of fastener elastic cushion has a larger impact, the position of 40 mm wide at top of switch rail is the most unfavorable position for fastener elastic cushion deterioration; with increase in deterioration degree, various dynamic indexes of train-turnout system have an increasing trend, vertical indexes are affected more significantly; increase in deterioration number has a negative impact on lateral dynamic indexes of switch rail tip; when 9 groups of fasteners undergo continuous deterioration, lateral force increases by 21. 3% compared to 1 group of fasteners undergoing elastic cushion deterioration; when train passing through turnout at speed of 250 km/h, effects of fastener elastic cushion deterioration on dynamic characteristics of train-turnout system are the most significant; axle box vibration acceleration is more sensitive to fastener elastic cushion deterioration, it can reflect deterioration of fastener elastic cushion to a certain extent; the study results can provide a certain theoretical guidance for turnout area stiffness optimization and maintenance. © 2023 Chinese Vibration Engineering Society. All rights reserved.
引用
收藏
页码:101 / 109
页数:8
相关论文
共 21 条
  • [1] WANG Pu, WANG Shuguo, GE Jing, Et al., Stiffness deterioration rule of elastic iron plate of high-speed turnout and its influence on speed increase, Journal of Traffic and Transportation Engineering, 21, 5, pp. 74-83, (2021)
  • [2] KAEWUNRUEN S, OSMAN M H, HAO CHENG ERIC W., Risk-based maintenance planning for rail fastening systems, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 3, (2019)
  • [3] REN Juanjuan, TIAN Genyuan, FENG Xiang, Et al., Influence of rubber pad ageing on dynamic characteristics of CRTSI slab ballastless track structure, Railway Engineering, 3, pp. 106-110, (2017)
  • [4] ZHU Jianyue, On the effect of rail fastener support failure on the dynamic behavior of railway track, Journal of Vibration Engineering, 24, 2, pp. 158-163, (2011)
  • [5] XIAO Xinbiao, JIN Xuesong, WEN Zefeng, Effect of track support failure on dynamic response of tangent track, Chinese Journal of Theoretical and Applied Mechanics, 1, pp. 67-78, (2008)
  • [6] XIAO Xinbiao, JIN Xuesong, WEN Zefeng, Influence of rail fastener failure on vehicle dynamic derailment, Journal of Traffic and Transportation Engineering, 1, pp. 10-15, (2006)
  • [7] XIAO Xinbiao, WEN Zefeng, JIN Xuesong, Effect of track support failure on dynamic responses and riding comfort of vehicle system, Journal of the China Railway Society, 6, pp. 26-33, (2007)
  • [8] ZHANG Huan, CUI Shukun, SUN Linlin, Et al., Reasonable limit of resilient pad stiffness of fastering system for ballastless track of high speed railway, China Railway Science, 40, 4, pp. 10-16, (2019)
  • [9] YUAN Xuancheng, ZHU Shengyang, YUAN Zhandong, Et al., Influence of rail clamping force on vertical dynamic responses of wheel/rail system, Journal of Vibration and Shock, 39, 24, pp. 17-24, (2020)
  • [10] XIAO Y J, CHANG Z X, MAO J F, Et al., Evaluating the effect of rail fastener failure on dynamic responses of train-ballasted track-subgrade coupling system for smart track condition assessment, Materials, 15, 7, (2022)