Experimental study on dynamic performance of typical nonballasted track systems using a full-scale test rig

被引:29
|
作者
Wang, Mingze [1 ]
Cai, Chengbiao [1 ]
Zhu, Shengyang [1 ]
Zhai, Wanming [1 ]
机构
[1] Southwest Jiaotong Univ, Train & Track Res Inst, State Key Lab Tract Power, Chengdu 610031, Peoples R China
关键词
Nonballasted track; dynamic performance; wheel-drop load; full-scale test rig; dynamic stiffness; SLAB TRACK; HIGH-SPEED; SOIL;
D O I
10.1177/0954409716634751
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an experimental study on dynamic performance of China Railway Track System (CRTS) series track systems using a full-scale test rig. The test rig has been constructed based on 55.17m long full-scale nonballasted tracks composed of four typical CRTS track elements in high-speed railways. First, the dynamic characteristics of different nonballasted tracks are investigated by conducting wheel-drop tests, where a wheel-drop testing vehicle with a dropping wheelset is devised to provide the wheel-drop load. The vibration levels of different track systems are assessed by the root-mean-square acceleration per one-third octave band, and the vibration transmission characteristics of the CRTS series tracks are evaluated by transfer functions. Further, a mathematical track model is used to extract the dynamic stiffness and damping coefficient of the four types of nonballasted track systems based on the wheel-rail impact response. The vibration characteristics, the dynamic stiffness, and damping coefficient of different nonballasted track systems under various wheel-drop heights are compared and discussed in detail.
引用
收藏
页码:470 / 481
页数:12
相关论文
共 50 条
  • [31] Study on performance of reinforced embankment on mountain slope with full-scale model test
    Wang Zhi-bin
    Li Liang
    Zou Jin-feng
    Yang Xiao-li
    ROCK AND SOIL MECHANICS, 2008, 29 (08) : 2189 - +
  • [32] Analysis on the Performances of Misaligned Journal Bearings using Full-Scale Test Rig and Conjugate Heat Transfer Method
    Li, Q.
    Du, Y. J.
    Wang, Y. J.
    Zhang, S.
    Liu, Q. L.
    Li, B.
    Xu, W. W.
    JOURNAL OF APPLIED FLUID MECHANICS, 2022, 15 (03) : 747 - 756
  • [33] Dynamic Characteristics of an Overpass Bridge in a Full-Scale Destructive Test
    Siringoringo, Dionysius M.
    Fujino, Yozo
    Nagayama, Tomonori
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2013, 139 (06): : 691 - 701
  • [34] Full-scale multi-functional test platform for investigating mechanical performance of track–subgrade systems of high-speed railways
    Wanming Zhai
    Kaiyun Wang
    Zhaowei Chen
    Shengyang Zhu
    Chengbiao Cai
    Gang Liu
    Railway Engineering Science, 2020, 28 (03) : 213 - 231
  • [35] Full-scale multi-functional test platform for investigating mechanical performance of track–subgrade systems of high-speed railways
    Wanming Zhai
    Kaiyun Wang
    Zhaowei Chen
    Shengyang Zhu
    Chengbiao Cai
    Gang Liu
    Railway Engineering Science, 2020, 28 : 213 - 231
  • [36] A road pavement full-scale test track containing stabilized bottom ashes
    Toraldo, E.
    Saponaro, S.
    ENVIRONMENTAL TECHNOLOGY, 2015, 36 (09) : 1114 - 1122
  • [37] Surface cracks and wear of rail: a full-scale test on a commuter train track
    Olofsson, U
    Nilsson, R
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 2002, 216 (04) : 249 - 264
  • [38] Full-scale experimental study of the dynamic performance of buried drainage pipes under polymer grouting trenchless rehabilitation
    Wang, Ren
    Wang, Fuming
    Xu, Jianguo
    Zhong, Yanhui
    Li, Shikun
    OCEAN ENGINEERING, 2019, 181 : 121 - 133
  • [39] Full-scale experimental study on shear performance of joints of bundled integrate structure
    Bi X.
    Wang X.
    Zhang Z.
    Pan W.
    Jiao B.
    Liu X.
    Journal of Railway Science and Engineering, 2023, 20 (01) : 245 - 254
  • [40] Full-scale experimental study on seismic performance of repaired precast shear walls
    Wang, Xinyu
    Xie, Linlin
    Liu, Qianmin
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 175