Influence of Conversion Deviation on Dynamic Performance of High-speed Railway Turnout

被引:3
|
作者
Chen Rong [1 ]
Wang Ping [1 ]
Wei Xian-kui [1 ]
机构
[1] SW Jiaotong Univ, MOE Key Lab High Speed Railway Engn, Chengdu 610031, Peoples R China
关键词
High-speed railway turnout; conversion deviation; track irregularity; inclusion of foreign matter; wheel unloading rate;
D O I
10.4028/www.scientific.net/KEM.474-476.1599
中图分类号
TP301 [理论、方法];
学科分类号
081202 ;
摘要
Railway turnout, an integrated mechatronics equipment of track technology, is one of key equipments that control the running speed of high-speed railway. During the conversion of turnout, the friction, inclusion of foreign matter and deficient displacement of conversion caused by its own structural characteristics may lead to severe wheel/rail impact. In order to study the influence of conversion deviation on safety and comfort of a train during passing the turnout, train/turnout dynamic model was applied. Taking No.18 turnout on a Passenger Dedicated Line (PDL) with 350km/h as a case study, when the train passed it, the influences of its deficient displacement and inclusion of foreign matter on the following dynamic responses were studied, i.e. wheel load distribution, wheel flange force, dynamic stress of rail, wheel unloading rate, derailment coefficient, as well as the lateral displacements of switch rail and nose rail, etc. Result shows that: (1) the deficient displacement and the inclusion of foreign matter will severely influence the normal operation of the turnout, so the safety and comfort during the train passing through turnout may be affected; (2) During the conversion of turnout, its deficient displacement should be controlled properly, and the foreign matter should be removed during routine maintenance, moreover, a reliable detection system should be set.
引用
收藏
页码:1599 / 1604
页数:6
相关论文
共 50 条
  • [41] Dynamic considerations in the design of high-speed railway bridges
    Willford, M
    Hicyilmaz, K
    Pratt, K
    RAILROADS: HIGH-SPEED PASSENGER RAIL, RAILWAY BRIDGES, AND TRACK DESIGN AND MAINTENANCE, 2004, (1863): : 28 - 36
  • [42] Numerical investigation on wheel-turnout rail dynamic interaction excited by wheel diameter difference in high-speed railway
    Chen, Rong
    Chen, Jia-yin
    Wang, Ping
    Xu, Jing-mang
    Xiao, Jie-ling
    JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2017, 18 (08): : 660 - 676
  • [44] Design of high-speed railway bridges to dynamic exposure
    Marx, Steffen
    Schneider, Sebastian
    BAUTECHNIK, 2014, 91 (02) : 75 - 90
  • [45] Dynamic responses of high-speed railway bridges in Korea
    Kwark, J. W.
    Choi, E. S.
    Lee, J. W.
    Kim, B. S.
    Structural Dynamics - EURODYN 2005, Vols 1-3, 2005, : 1039 - 1043
  • [46] Dynamic analysis of high-speed precast railway bridges
    Nunes, Diogo
    Gomes, Carlos
    Terra, Jose
    Ribeiro, Diogo
    Calcada, Rui
    ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS, 2019, : 1814 - 1818
  • [47] Dynamic responses of high-speed railway continuous bridge
    Wang, Qingbo
    Wang, Sheng
    Xu, Kebin
    Xia, He
    Beifang Jiaotong Daxue Xuebao/Journal of Northern Jiaotong University, 1997, 21 (04): : 399 - 404
  • [48] Prediction of Structural Mechanical State of Continuously Welded Turnout on High-speed Railway Bridge
    Ma Z.
    Gao L.
    Tiedao Xuebao/Journal of the China Railway Society, 2022, 44 (02): : 90 - 96
  • [50] Failure mechanism and crack propagation behavior of turnout stock rail in high-speed railway
    Yi, Qiang
    Liu, Xiaolong
    Wang, Shuguo
    Chang, Haiyang
    Jiang, Zhuopeng
    Wang, Wengjing
    ENGINEERING FAILURE ANALYSIS, 2025, 167