Suppression effect of rail vibration absorber on self-excited vibration of wheel-rail friction

CUI Xiao-lu; ZHONG Yan-ming; XU Xiao-tian; TANG Chuan-ping; XU Jia; YANG Hong-juan; QI Wei

doi:10.19818/j.cnki.1671-1637.2024.03.013

Volume 24 Issue 3

Jun. 2024

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Article Navigation > Journal of Traffic and Transportation Engineering > 2024 > 24(3): 193-203

CUI Xiao-lu, ZHONG Yan-ming, XU Xiao-tian, TANG Chuan-ping, XU Jia, YANG Hong-juan, QI Wei. Suppression effect of rail vibration absorber on self-excited vibration of wheel-rail friction[J]. Journal of Traffic and Transportation Engineering, 2024, 24(3): 193-203. doi: 10.19818/j.cnki.1671-1637.2024.03.013

Citation:

CUI Xiao-lu, ZHONG Yan-ming, XU Xiao-tian, TANG Chuan-ping, XU Jia, YANG Hong-juan, QI Wei. Suppression effect of rail vibration absorber on self-excited vibration of wheel-rail friction[J]. Journal of Traffic and Transportation Engineering, 2024, 24(3): 193-203. doi: 10.19818/j.cnki.1671-1637.2024.03.013

Citation:

CUI Xiao-lu, ZHONG Yan-ming, XU Xiao-tian, TANG Chuan-ping, XU Jia, YANG Hong-juan, QI Wei. Suppression effect of rail vibration absorber on self-excited vibration of wheel-rail friction[J]. Journal of Traffic and Transportation Engineering, 2024, 24(3): 193-203. doi: 10.19818/j.cnki.1671-1637.2024.03.013

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Suppression effect of rail vibration absorber on self-excited vibration of wheel-rail friction

doi: 10.19818/j.cnki.1671-1637.2024.03.013

1.
School of Mechatronics and Vehicle Engineering, Chongqing Jiaotong University, Chongqing 400074, China
2.
School of Mechanical and Electrical Engineering, Chengdu University of Technology, Chengdu 610059, Sichuan, China
3.
Chongqing Rail Transit (Group) Co., Ltd., Chongqing 401120, China

Funds:

National Natural Science Foundation of China 52275176

National Natural Science Foundation of China 52375168

Natural Science Foundation of Chongqing CSTB2022NSCQ-MSX1542

Chongqing Jiaotong University Graduate Research and Innovation Project 2023S0067

More Information

Author Bio:
CUI Xiao-lu(1990-), female, professor, PhD, cui_xiaolu@foxmail.com
Received Date: 2024-01-13
Available Online: 2024-07-18
Publish Date: 2024-06-30

Abstract

Abstract

Based on the frictional self-excited vibration theory and field investigation, the finite element model of the wheelset-rail-vibration absorber system in the small-radius curve section supported by DTVI2 fasteners and Cologne egg fasteners were established. The suppression effect of the two kinds of rail vibration absorbers on the rail corrugation was studied by two methods of complex eigenvalue analysis and instantaneous dynamic analysis. The effect laws of different parameters of rail vibration absorber on rail corrugation were analyzed by the least square method and particle swarm algorithm, and the optimal parameter combinations of rail vibration absorber under two kinds of fasteners were determined. Research results show that the main frequency of the frictional self-excited vibration of the wheelset-rail-vibration absorber system is 480 Hz before and after installing the rail vibration absorber. The maximum vertical vibration acceleration of the DTVI2 fastener decreases from 270.01 m·s^-2 to 206.07 m·s^-2, representing a decline of 23.71%. The peak value of power spectral density (PSD) reduces from 98.98 dB to 94.92 dB. The maximum vertical vibration acceleration of the Cologne-egg fastener decreases from 300.97 m·s^-2 to 211.44 m·s^-2, representing a decline of 29.74%. The peak value of PSD reduces from 101.58 dB to 95.14 dB. In the DTVI2 fastener section, the suppression effect on rail corrugation is the best when the mass of the rail vibration absorber is 14.0 kg, the connection stiffness is 9.0×10⁶ N·m^-1 and the connection damping is 1.0×10⁵ N·s·m^-1. In the Cologne-egg fastener section, the suppression effect on rail corrugation is the best when the mass of the rail vibration absorber is 7.5 kg, the connection stiffness is 1.07×10⁷ N·m^-1 and the connection damping is 1.0×10⁵ N·s·m^-1. It can be seen that the installation of rail vibration absorbers can effectively suppress the frictional self-excited vibration of the wheel-rail system, thereby suppressing the formation and development of rail corrugation. The suppression effect of the rail vibration absorber on rail corrugation in the Cologne-egg fastener section is better than that in the DTVI2 fastener section. Appropriate selection of the connection parameters of the rail vibration absorber can suppress the formation and development of rail corrugation.
- urban rail,
- fastener,
- rail vibration absorber,
- frictional self-excited vibration,
- complex eigenvalue analysis,
- instantaneous dynamic analysis,
- rail corrugation

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References(32)

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Suppression effect of rail vibration absorber on self-excited vibration of wheel-rail friction

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Suppression effect of rail vibration absorber on self-excited vibration of wheel-rail friction

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