• CN: 11-2187/TH
  • ISSN: 0577-6686

Journal of Mechanical Engineering ›› 2025, Vol. 61 ›› Issue (20): 263-273.doi: 10.3901/JME.2025.20.263

Previous Articles    

Analysis of Wheel-rail Vertical Force Characteristics Due to Flat Wheel Passing through Rail Weld Zone in Metro

LONG Hui1, TAO Gongquan2, LIANG Hongqin1, LU Chun1, WEN Zefeng2, ZHANG Kai1,2, LIU Qifeng1, XIAO Qian3   

  1. 1. School of Mechanical Engineering, Southwest Jiaotong University, Chengdu 610031;
    2. State Key Laboratory of Rail Transit Vehicle System, Southwest Jiaotong University, Chengdu 610031;
    3. Key Laboratory of Vehicle Operation Engineering of Ministry of Education, East China Jiaotong University, Nanchang 330013
  • Received:2024-11-25 Revised:2025-07-31 Published:2025-12-03

Abstract: Wheel flats and rail weld irregularities are common sources of excitation on the wheel and rail surface, which will aggravate the wheel-rail interaction. The previous research on analyzing the dynamic response of wheel and rail under the combined effect of two kinds of excitations is not perfect. Based on ANSYS and SIMPACK, a rigid-flexible coupled dynamic model of metro vehicle-track is established, which takes into account the flexibility of wheelsets and rails. The phase when the flat wheel passes through the weld zone of the rail was simulated by the relative position between the center of the wheel flat and the center of the weld zone of the rail. Then, the vertical force characteristics of the wheel and rail are investigated under the combined excitation of wheel flats and rail weld irregularities. The results show that when the flat wheel passes through the superimposed weld irregularity, the vertical wheel-rail force response obviously fluctuates with the change of relative position. A local peak of the vertical wheel-rail force appears at the relative position near the start and end points of the short-wavelength weld irregularity. Near the local peak, the maximum vertical wheel-rail force increases with the length of the wheel flat, the vehicle speed and the depth of the short-wavelength of the weld, and decreases with the wavelength of the short-wavelength irregularity of the weld. It is significantly higher than the force caused by a single wheel flat without considering the rail weld. The vehicle passes through the given rail weld zone at a speed of 60 km/h when the wheel flat is 30 mm long, the maximum vertical wheel–rail force is 262.3 kN, which corresponds to an increase of approximately 320.3% compared to the normal static wheel load. The investigation of the vertical wheel-rail forces when subway flat wheels pass through rail weld zones aims to provide valuable theoretical reference for subway operation and maintenance.

Key words: metro vehicle, rigid-flexible coupling dynamics, wheel flat, rail weld irregularity, wheel-rail vertical force

CLC Number: