Wind and Structures
Volume 40, Number 2, 2025, pages 125-137
DOI: 10.12989/was.2025.40.2.125
Lateral dynamic analysis of two maglev trains passing each other subject to train-induced wind effect
Xiangfu Tian, Huoyue Xiang, Hao Hu and Yongle Li
Abstract
As train speed becomes faster, the aerodynamic load they face also increases, which can create safety risks for
maglev trains when two trains meet. To address this, the computational fluid dynamic (CFD) approach was used to assess the
aerodynamic coefficients of the guideway and the vehicles. The aerodynamic pressure of the vehicle surface, which is obtained
by CFD, is verified by field measurement results. Then, a dynamic analysis model of maglev train-guideway systems under the
train-induced wind effect was presented. Finally, the dynamic responses of the maglev trains and the guideways during the
meeting of the two trains were analyzed. The effects of train speed and line spacing were explored in detail. The results show
that the change of the aerodynamic coefficients of the head car of the 3-car train is the most drastic during the meeting of the two
trains. Coupling vibration analyses demonstrate that there are strong effects on the lateral vibration of the car body and less
impact on the guidance gap. When the train speed is 430 km/h, the peak values of acceleration for two trains passing each other
are approximately five times as large as that of a single train passing. On this basis, an optimization measure is proposed, and the
line spacing of the maglev line is increased from 5.1 m to 5.6 m, which will greatly reduce the aerodynamic coefficient and
lateral acceleration of the train by about 20%.
Key Words
aerodynamic coefficient; dynamic response; maglev train-guideway system; meeting of two trains; train-induced wind effect
Address
Xiangfu Tian:1)State Key Laboratory of Rail Transit Vehicle System, Southwest Jiaotong University, Chengdu 610031, China
2)State Key Laboratory of Bridge Intelligent and Green Construction, Southwest Jiaotong University, 611756 Chengdu, China
Huoyue Xiang:State Key Laboratory of Bridge Intelligent and Green Construction, Southwest Jiaotong University, 611756 Chengdu, China
Hao Hu:State Key Laboratory of Bridge Intelligent and Green Construction, Southwest Jiaotong University, 611756 Chengdu, China
Yongle Li:1)State Key Laboratory of Rail Transit Vehicle System, Southwest Jiaotong University, Chengdu 610031, China
2)State Key Laboratory of Bridge Intelligent and Green Construction, Southwest Jiaotong University, 611756 Chengdu, China