Effects of steel spring damage on vibration performance of metro train-floating slab track system

WEI Xinjiang1, SHI Wenchao2, JIANG Jiqing1, ZHANG Jiabin1, DING Zhi1

Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (11) : 228-234.

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Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (11) : 228-234.

Effects of steel spring damage on vibration performance of metro train-floating slab track system

  • WEI Xinjiang1, SHI Wenchao2, JIANG Jiqing1, ZHANG Jiabin1, DING Zhi1
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Abstract

In order to study influences of steel spring damage on vibration of floating slab track and metro train, a 2-D metro train-floating slab track-lining-foundation coupled system model based on the structural dynamics theory was established considering steel spring damage. The dynamic responses of the train-track system were solved using the modal analysis method and Newmark-β method to study the effects of damaged steel spring number, damage level, damage location and train speed on the vibration performance of the train-track system. The results showed that steel spring damage can aggravate vibration responses of the train-track system, and vibration amplitudes increase significantly with increase in damaged steel spring number and damage level; distribution location of damaged steel springs significantly affects vibration performance of the train-track system, and if damaged steel spring number keeps the same, influence of all damaged steel springs being located at ends of one floating slab on vibration amplitudes of the train-track system is the maximum; if floating slabs have damaged steel springs, amplitudes of vertical accelerations of the train-track system increase obviously with increase in train speed, but vertical wheel-track contact force and track vertical displacement amplitudes basically are not affected; steel spring damage has adverse effects on passenger comfort, track service life, and surrounding environment vibration; vertical accelerations of train body and lining can be taken as sensitive indexes to detect and replace damaged steel springs, and avoid causing more serious consequences.

Key words

 metro train / floating slab track / damaged steel spring / vibration / train speed

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WEI Xinjiang1, SHI Wenchao2, JIANG Jiqing1, ZHANG Jiabin1, DING Zhi1. Effects of steel spring damage on vibration performance of metro train-floating slab track system[J]. Journal of Vibration and Shock, 2019, 38(11): 228-234

References

[1] 孙晓静, 刘维宁, 张宝才. 浮置板轨道结构在城市轨道交通减振降噪上的应用[J]. 中国安全科学学报, 2005, 15(8): 65-69.
     SUN Xiao-jing, LIU Wei-ning, ZHANG Bao-cai. Applications of floating slab track framework for vibration and noise control in urban rail traffic [J]. China Safety Science Journal, 2005, 15(8): 65-69.
[2] 姚京川, 杨宜谦, 王澜. 浮置板式轨道结构隔振效果分析[J]. 振动与冲击, 2005, 24(6): 108-110, 113, 143.
     YAO Jing-chuan, YANG Yi-qian,WANG Lan. Vibration isolation effect analysis of floating slab track [J]. Journal of Vibration and Shock, 2005, 24(6): 108-110, 113, 143.
[3] 孙政, 王卫东, 李术才, 等. 橡胶垫浮置板道床结构减振性能研究[J]. 山东大学学报(工学版), 2011, 41(5): 108-113.
     SUN Zheng, WANG Wei-dong, LI Shu-cai, et al. Investigation on vibration reduction of a rubber pad floating slab track [J]. Journal of Shandong University (Engineering Science), 2011, 41(5): 108-113.
[4] 王澜, 宣言, 万家, 等. 浮置板式轨道结构隔振效果仿真研究[J]. 中国铁道科学, 2005, 26(6): 48-52.
     WANG Lan, XUAN Yan, WAN Jia, et al. The simulation research on the vibration insulation performance of the floating slab track structure [J]. China Railway Science, 2005, 26(6): 48-52.
[5] 李增光, 吴天行. 浮置板轨道参数激励振动研究[J]. 振动与冲击, 2010, 29(2): 17-20, 30, 218.
     LI Zeng-guang, WU Tian-xing. Parametric excitation vibration of a floating slab track [J]. Journal of Vibration and Shock, 2010, 29(2): 17-20, 30, 218.
[6] Hussein M F M, Hunt H E M. Modeling of floating-slab tracks with continuous slabs under oscillating moving loads [J]. Journal of Sound and Vibration, 2006, 297(1-2): 37-54.
[7] 吴千周. 从维修保养视域下分析城市轨道交通减振措施[J]. 科技与创新, 2014, (11): 22-23.
     WU Qian-zhou. Damping measures analysis of urban rail transit from maintenance sight [J]. Science and Technology & Innovation, 2014, (11): 22-23.
[8] 余关仁, 沈景凤, 陈侃, 等. 轨道支撑失效对钢弹簧浮置板动力响应特性的影响 [J]. 噪声与振动控制, 2015, 35(6): 78-81, 167.
     YU Guan-ren, SHEN Jing-feng, CHEN Kan, et al. Influence of railway-support failure on the dynamic response characteristics of steel spring floating slab track [J]. Noise and Vibration Control, 2015, 35(6): 78-81.
[9] 张斌. 地铁弹性扣件失效对轨道结构振动特性的影响[J]. 华东交通大学学报, 2013, 30(3): 55-60.
     ZHANG Bin. Influences of elastic fastener failure on vibration characteristics of subway track structure [J]. Journal of East China Jiaotong University, 2013, 30(3): 55-60.
[10] 朱剑月. 轨下扣件支承失效对轨道结构动力性能的影响[J]. 振动工程学报, 2011, 24(2): 158-163.
     ZHU Jian-yue. On the effect of rail fastener support failure on the dynamic behavior of railway track [J]. Journal of Vibration Engineering, 2011, 24(2): 158-163.
[11]李威, 张艳, 朱剑月. 轨下支承失效对轨道结构动力性能的影响[J]. 城市轨道交通研究, 2012, 15(11): 67-70.
     LI Wei, ZHANG Yan, ZHU Jian-yue. Effect of Track Support Failure on Dynamic Performance of Railway Track   Structure [J]. Urban Mass Transit, 2012, 15(11): 67-70.
[12]Lundqvist A, Dahlberg T. Load impact on railway track due to unsupported sleepers [J]. Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail & Rapid Transit, 2005, 219(2): 67-77.
[13]翟婉明. 车辆-轨道耦合动力学[M]. 第4版. 北京: 科学出版社, 2015.
[14]廖少明. 圆形隧道纵向剪切传递效应研究[D]. 上海:同济大学, 2002.
[15]张格妍. 车辆-浮置板轨道垂向耦合动力特性研究[D]. 北京交通大学, 2004.
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