Performance evaluation of novel stiffness-damping interventional rail vibration reduction device and its synergy with traditional tuned rail damper

The vibration of rails directly affects the stability of the track structure and the safety of train operation. Suppressing rail vibrations is a key focus of research in rail transit. The research team proposed a Stiffness-Damping Interventional Rail Vibration Reduction Device (SDIRVRD). This paper investigates the vibration suppression performance of the device when combined with a traditional tuned rail damper (TRD). It also evaluated the influence of the distance between the SDIRVRD and the fastener on the vibration suppression. The research methods included theoretical analysis, finite element simulations, and field tests. The study shows that SDIRVRD significantly outperforms TRD in vibration suppression. When combined with TRD, it exhibits even better vibration suppression performance. When SDIRVRD is installed at the center between the two fasteners, it has the best vibration attenuation effect on the rail and the track bed. When the installation position of the SDIRVRD is shifted towards the fasteners, it notably suppresses the vibrations of the clips. Therefore, the installation position can be adjusted in engineering applications based on specific vibration suppression requirements.

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Publication Details

Journal
Journal of Vibration and Control
Published
2025-08-04
DOI
https://doi.org/10.1177/10775463251362518
Primary Topic
Railway Engineering and Dynamics
Type
article
Field-Weighted Citation Impact
0.00

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article

Performance evaluation of novel stiffness-damping interventional rail vibration reduction device and its synergy with traditional tuned rail damper

Haicheng Wu, Nengneng Bao, Shuzhen Wang, Zhenxing He et al.
Journal of Vibration and Control
Railway Engineering and Dynamics
article

Performance evaluation of novel stiffness-damping interventional rail vibration reduction device and its synergy with traditional tuned rail damper

Haicheng Wu, Nengneng Bao, Shuzhen Wang, Zhenxing He, Haibo Zhang, Lei Zhang, Xu Zhang
article en

Abstract

The vibration of rails directly affects the stability of the track structure and the safety of train operation. Suppressing rail vibrations is a key focus of research in rail transit. The research team proposed a Stiffness-Damping Interventional Rail Vibration Reduction Device (SDIRVRD). This paper investigates the vibration suppression performance of the device when combined with a traditional tuned rail damper (TRD). It also evaluated the influence of the distance between the SDIRVRD and the fastener on the vibration suppression. The research methods included theoretical analysis, finite element simulations, and field tests. The study shows that SDIRVRD significantly outperforms TRD in vibration suppression. When combined with TRD, it exhibits even better vibration suppression performance. When SDIRVRD is installed at the center between the two fasteners, it has the best vibration attenuation effect on the rail and the track bed. When the installation position of the SDIRVRD is shifted towards the fasteners, it notably suppresses the vibrations of the clips. Therefore, the installation position can be adjusted in engineering applications based on specific vibration suppression requirements.

Journal of Vibration and Control
Lanzhou Jiaotong University (CN), Chaohu University (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 81%
Railway Engineering and Dynamics
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Performance evaluation of novel stiffness-damping interventional rail vibration reduction device and its synergy with traditional tuned rail damper — Haicheng Wu, Nengneng Bao, et al. · Journal of Vibration and Control (2025) | TGRS Research Map | TGRS