Analysis of vibrational stability, bifurcation and resonance characteristics of the maglev train-bridge coupling system

被引:0
|
作者
Cao, Shuaikang [1 ]
Liu, Canchang [1 ]
Wang, Shuai [1 ]
Sun, Liang [1 ]
机构
[1] Shandong Univ Technol, Sch Transportat & Vehicle Engn, Zibo 255000, Peoples R China
关键词
Vehicle-bridge coupling system; Stability analysis; Floquet theorem; Bifurcation; Resonant speed; VEHICLE;
D O I
10.1007/s11071-025-10999-3
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Maglev trains are prone to coupling resonance between the train and the bridge track during operation, and the vehicle bridge coupling system may even experience vibration bifurcation, leading to train instability. To investigate this problem, a periodic time-varying vehicle-bridge coupling vibration model is first developed based on Hamilton's principle. The Floquet theorem is employed to analyze the stable region of the maglev train and single-span bridge coupling system concerning control parameters. The accuracy of the stability region is validated through numerical simulations. Then, the study extends to investigate the stability of maglev trains passing over multi-span bridges. The vibration bifurcation characteristics of the vehicle-bridge coupling system are analyzed, and the impact of various control parameters on vibration bifurcation is explored. Finally, the resonance problem of maglev trains traversing multi-span bridges is examined, focusing on the relationship between resonant speed and system parameters, as well as strategies to reduce resonant amplitude. Numerical research results demonstrate that a reduction in car body mass and an increase in the aerodynamic lift coefficient cause the stable region of the system's PD control parameters to shift downward, with the boundary of the stable region representing the critical point for system bifurcation. To suppress bifurcation induced by train vibration, this can be achieved by increasing the current and speed control parameters. Adjusting the current and speed control parameters to keep them away from the bifurcation points can reduce the resonant amplitude of the suspension gap. Adjusting the displacement control parameters to keep them away from the upper bifurcation point can suppress the suspension gap resonance amplitude caused by track disturbances; simultaneously keeping them away from both the upper and lower bifurcation points can mitigate the suspension gap resonance amplitude caused by aerodynamic disturbances.
引用
收藏
页数:25
相关论文
共 50 条
  • [31] Aerodynamic Interference and Dynamic Influence of Wind Barrier on Train-bridge Coupling Vibration System
    Xiaozhen Li
    Yanxi Zhou
    Ming Wang
    KSCE Journal of Civil Engineering, 2023, 27 : 3036 - 3047
  • [32] Nonstationary Random Vibration Performance of Train-Bridge Coupling System with Vertical Track Irregularity
    Li, Xiaozhen
    Zhu, Yan
    Jin, Zhibin
    SHOCK AND VIBRATION, 2016, 2016
  • [33] Stability and Hopf bifurcation of the maglev system
    Wu, Jian-Jun
    Shen, Fei
    Shi, Xiao-Hong
    Zhendong yu Chongji/Journal of Vibration and Shock, 2010, 29 (03): : 193 - 196
  • [34] The effect of moving train on the aerodynamic performances of train-bridge system with a crosswind
    Yao, Zhiyong
    Zhang, Nan
    Chen, Xinzhong
    Zhang, Cheng
    Xia, He
    Li, Xiaozhen
    ENGINEERING APPLICATIONS OF COMPUTATIONAL FLUID MECHANICS, 2020, 14 (01) : 222 - 235
  • [35] Numerical Analysis of a Train-Bridge System Subjected to Earthquake and Running Safety Evaluation of Moving Train
    Yang, Xun
    Wang, Huanhuan
    Jin, Xianlong
    SHOCK AND VIBRATION, 2016, 2016
  • [36] Analysis and study of train-bridge coupling dynamic considering the effect of temperature difference of piers
    China Railway Eryuan Engineering Group Co. Ltd, Chengdu
    Sichuan
    610031, China
    J. Railw. Eng. Soc., 8 (60-65 and 105):
  • [37] A numerical simulation study of a real-time hybrid test for high-speed maglev train-bridge coupling vibration
    Wang Z.
    Hou J.
    Wu B.
    Yang G.
    Wang T.
    Xu G.
    Ding Y.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2022, 41 (08): : 270 - 276
  • [38] Influence of freight train formation on spatial vibration of train-bridge system
    Xiang, Jun
    Kong, Fan-Bing
    Zeng, Qing-Yuan
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2007, 38 (02): : 345 - 350
  • [39] Dynamic Analysis of Train-Bridge Coupling System for a Long-Span Railway Suspension Bridge Subjected to Strike-Slip Fault
    Chen, Sijie
    Kang, Wei
    Yang, Jian
    Dai, Shengyong
    Zheng, Shixiong
    Jia, Hongyu
    APPLIED SCIENCES-BASEL, 2023, 13 (18):
  • [40] Dynamic responses of train-bridge system under earthquakes
    Zhang, N
    Xia, H
    Guo, WW
    TIVC'2001: INTERNATIONAL SYMPOSIUM ON TRAFIC INDUCED VIBRATIONS & CONTROLS, 2001, : 99 - 106