• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 58 Issue 1
Jan.  2023
Turn off MathJax
Article Contents
ZHANG Qian, CAI Xiaopei, ZHONG Yanglong, WANG Qihao, DONG Bo. Dynamic Characteristics of High-Speed Trains in Differential Subgrade Settlement Zone of Ballastless Track[J]. Journal of Southwest Jiaotong University, 2023, 58(1): 133-140. doi: 10.3969/j.issn.0258-2724.20210830
Citation: ZHANG Qian, CAI Xiaopei, ZHONG Yanglong, WANG Qihao, DONG Bo. Dynamic Characteristics of High-Speed Trains in Differential Subgrade Settlement Zone of Ballastless Track[J]. Journal of Southwest Jiaotong University, 2023, 58(1): 133-140. doi: 10.3969/j.issn.0258-2724.20210830

Dynamic Characteristics of High-Speed Trains in Differential Subgrade Settlement Zone of Ballastless Track

doi: 10.3969/j.issn.0258-2724.20210830
  • Received Date: 26 Oct 2021
  • Rev Recd Date: 01 Apr 2022
  • Available Online: 02 Nov 2022
  • Publish Date: 26 May 2022
  • To study the effect of differential subgrade settlement on the potential damage of ballastless track and the dynamic response of high-speed trains, based on the concrete plastic damage theory, a vehicle-ballastless track-subgrade coupling dynamic model that considers the ballastless track bed damage is established. The applicability of the model is demonstrated by comparing with the calculation results of the linear elastic model. The effects of subgrade settlement wavelength, amplitude and the vehicle speed on the dynamic characteristics of high-speed trains are analyzed. The results show that, the differential subgrade settlement could cause the damage to ballatless track bed. The results of the concrete plastic damage model of ballastless track are more in line with actual service status of the track. Among the vehicle dynamics indicators, the vertical acceleration of the vehicle body is most affected by the subgrade settlement amplitude. The vehicle dynamics response is sensitive to the differential subgrade settlement with a wavelength below 20 m, so it should be paid more attention to. The increase of the train speed increases the dynamic response of the vehicle, the wheel-rail force increases significantly, and the vehicle stability index shows a nearly linear growth trend.

     

  • loading
  • [1]
    XU J M, WANG P, AN B Y, et al. Damage detection of ballastless railway tracks by the impact-echo method[J]. Proceedings of the Institution of Civil Engineers: Transport, 2018, 171(2): 106-114. doi: 10.1680/jtran.16.00146
    [2]
    郭宇,高建敏,孙宇,等. 板式无砟轨道轨面变形与路基沉降的映射关系[J]. 西南交通大学学报,2017,52(6): 1139-1147,1215. doi: 10.3969/j.issn.0258-2724.2017.06.014

    GUO Yu, GAO Jianmin, SUN Yu, et al. Mapping relationship between rail deflection of slab track and subgrade settlement[J]. Journal of Southwest Jiaotong University, 2017, 52(6): 1139-1147,1215. doi: 10.3969/j.issn.0258-2724.2017.06.014
    [3]
    徐庆元,李斌,周智辉. CRTS- Ⅰ型板式无砟轨道线路路基不均匀沉降限值研究[J]. 中国铁道科学,2012,33(2): 1-6. doi: 10.3969/j.issn.1001-4632.2012.02.01

    XU Qingyuan, LI Bin, ZHOU Zhihui. Study on the limited value for the uneven settlement of subgrade under CRTS- Ⅰ type slab track[J]. China Railway Science, 2012, 33(2): 1-6. doi: 10.3969/j.issn.1001-4632.2012.02.01
    [4]
    ZHANG X H, BURROW M, ZHOU S H. An investigation of subgrade differential settlement on the dynamic response of the vehicle-track system[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2016, 230(7): 1760-1773. doi: 10.1177/0954409715613538
    [5]
    GUO Y, ZHAI W M. Long-term prediction of track geometry degradation in high-speed vehicle-ballastless track system due to differential subgrade settlement[J]. Soil Dynamics and Earthquake Engineering, 2018, 113: 1-11. doi: 10.1016/j.soildyn.2018.05.024
    [6]
    SHAN Y, ZHOU S H, ZHOU H C, et al. Iterative method for predicting uneven settlement caused by high-speed train loads in transition-zone subgrade[J]. Transportation Research Record: Journal of the Transportation Research Board, 2017, 2607(1): 7-14. doi: 10.3141/2607-02
    [7]
    宋欢平,边学成,蒋建群,等. 高速铁路路基沉降与列车运行速度关联性的研究[J]. 振动与冲击,2012,31(10): 134-140. doi: 10.3969/j.issn.1000-3835.2012.10.029

    SONG Huanping, BIAN Xuecheng, JIANG Jianqun, et al. Correlation between subgrade settlement of high-speed railroad and train operation speed[J]. Journal of Vibration and Shock, 2012, 31(10): 134-140. doi: 10.3969/j.issn.1000-3835.2012.10.029
    [8]
    张克平,石广田,和振兴. 路基不均匀沉降对地铁A型车辆动力学特性影响研究[J]. 振动与冲击,2020,39(17): 165-170. doi: 10.13465/j.cnki.jvs.2020.17.022

    ZHANG Keping, SHI Guangtian, HE Zhenxing. Effects of subgrade uneven settlement on dynamic characteristics of metro type A vehicles[J]. Journal of Vibration and Shock, 2020, 39(17): 165-170. doi: 10.13465/j.cnki.jvs.2020.17.022
    [9]
    CUI X H, XIAO H J. Interface mechanical properties and damage behavior of CRTSⅡ slab track considering differential subgrade settlement[J]. KSCE Journal of Civil Engineering, 2021, 25(6): 2036-2045. doi: 10.1007/s12205-021-0268-6
    [10]
    向俊,林士财,余翠英,等. 路基冻胀—融化—沉降循环作用下板式无砟轨道受力与变形分析[J]. 中南大学学报(自然科学版),2019,50(8): 2043-2052.

    XIANG Jun, LIN Shicai, YU Cuiying, et al. Analysis of stress and deformation of slab ballastless track under effect of subgrade frost heaving−melting−settlement cycle[J]. Journal of Central South University (Science and Technology), 2019, 50(8): 2043-2052.
    [11]
    严晓波,徐光辉. 路基结构性能不均匀对无砟轨道静力影响分析[J]. 铁道学报,2016,38(1): 98-102. doi: 10.3969/j.issn.1001-8360.2016.01.016

    YAN Xiaobo, XU Guanghui. Analysis of nonuniform performance of subgrade structure on static effect of ballastless track[J]. Journal of the China Railway Society, 2016, 38(1): 98-102. doi: 10.3969/j.issn.1001-8360.2016.01.016
    [12]
    CUI X H, LING X. Effects of differential subgrade settlement on damage distribution and mechanical properties of CRTS Ⅱ slab track[J]. Construction and Building Materials, 2021, 271: 121821.1-121821.10.
    [13]
    中华人民共和国住房和城乡建设部. 混凝土结构设计规范: GB 50010—2010 [S]. 北京: 中国建筑工业出版社, 2011.
    [14]
    张鲁顺,赵国堂. 高速铁路双块式无砟轨道车辆荷载动态传递特征[J]. 哈尔滨工业大学学报,2020,52(9): 8-16. doi: 10.11918/201905041

    ZHANG Lushun, ZHAO Guotang. Dynamic transfer characteristics of vehicle load on double-block ballastless track of high-speed railway[J]. Journal of Harbin Institute of Technology, 2020, 52(9): 8-16. doi: 10.11918/201905041
    [15]
    CHEN Z W, FANG H. Influence of pier settlement on contact behavior between CRTS Ⅱ track and bridge in high-speed railways[J]. Engineering Structures, 2021, 235: 112007.1-112007.12.
    [16]
    GAO L, ZHAO W Q, HOU B W, et al. Analysis of influencing mechanism of subgrade frost heave on vehicle-track dynamic system[J]. Applied Sciences, 2020, 10(22): 8097. doi: 10.3390/app10228097
    [17]
    CAI X P, LIANG Y K, XIN T, et al. Assessing the effects of subgrade frost heave on vehicle dynamic behaviors on high-speed railway[J]. Cold Regions Science and Technology, 2019, 158: 95-105. doi: 10.1016/j.coldregions.2018.11.009
    [18]
    钟阳龙,马超智,高亮,等. 基于车辆响应的无砟轨道路基不均匀沉降评价指标理论研究[J]. 工程力学,2021,38(12): 147-157. doi: 10.6052/j.issn.1000-4750.2020.11.0854

    ZHONG Yanglong, MA Chaozhi, GAO Liang, et al. Theoretical research on evaluation index of uneven settlement of ballastless track subgrade based on vehicle response[J]. Engineering Mechanics, 2021, 38(12): 147-157. doi: 10.6052/j.issn.1000-4750.2020.11.0854
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(11)  / Tables(2)

    Article views(439) PDF downloads(62) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return