Experimental Evaluation of Vibration Damping Performance in Floating and Standard Rail Fastening Systems Using Impact Hammer Testing

Railway fastening systems play an important role in reducing vibrations and noise, which are major issues in modern train infrastructure. This paper gives an experimental evaluation of the vibration-damping performance of floating and standard rail fasteners using drop hammer impact testing. It highlights the recommended measurement parameters as per the international standards, including BS EN 13146-3:2012 Railway applications -Track -Test methods for fastening systems (Part 3: Determination of attenuation of Impact loads). To replicate dynamic loading circumstances, a 50 kg mass was dropped from heights ranging from 50 mm to 150 mm, and vertical acceleration was measured at rail, sleeper, and ground levels using a frequency range of 1-200 Hz. The findings show that the floating rail fastener (FRF) greatly lowers ground vibrations when compared to the standard rail fastener (SRF), with damping effects ranging from 0.47 dB at 75 cm to 1.53 dB at 150 mm. The floating fastener significantly reduces vibrations transmitted to the sleeper and ground by exhibiting increased energy absorption at the rail at higher frequencies (over 16 Hz). On the other hand, the rigid design of the typical fastener causes more ground vibrations, especially at lower frequencies (1–12.5 Hz). These results demonstrate how well the floating fastener reduces environmental vibrations, which makes it a great option for cities and noisy places. For heavy-duty applications, however, the trade-off between structural stability and vibration reduction must be taken into account. This paper offers useful recommendations for improving railway infrastructure design and minimizing environmental effects by presenting empirical insights into the dynamic behavior of rail.

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Publication Details

Journal
Journal of Civil Construction and Environmental Engineering
Published
2025-02-26
DOI
https://doi.org/10.11648/j.jccee.20251001.14
Primary Topic
Railway Engineering and Dynamics
Type
article
Field-Weighted Citation Impact
0.00

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Experimental Evaluation of Vibration Damping Performance in Floating and Standard Rail Fastening Systems Using Impact Hammer Testing

Zhiping Zeng, Kofi Sampson, Joel Rempeyian, Qi Xingzhe
Journal of Civil Construction and Environmental Engineering
Railway Engineering and Dynamics
article

Experimental Evaluation of Vibration Damping Performance in Floating and Standard Rail Fastening Systems Using Impact Hammer Testing

Zhiping Zeng, Kofi Sampson, Joel Rempeyian, Qi Xingzhe
article en

Abstract

Railway fastening systems play an important role in reducing vibrations and noise, which are major issues in modern train infrastructure. This paper gives an experimental evaluation of the vibration-damping performance of floating and standard rail fasteners using drop hammer impact testing. It highlights the recommended measurement parameters as per the international standards, including BS EN 13146-3:2012 Railway applications -Track -Test methods for fastening systems (Part 3: Determination of attenuation of Impact loads). To replicate dynamic loading circumstances, a 50 kg mass was dropped from heights ranging from 50 mm to 150 mm, and vertical acceleration was measured at rail, sleeper, and ground levels using a frequency range of 1-200 Hz. The findings show that the floating rail fastener (FRF) greatly lowers ground vibrations when compared to the standard rail fastener (SRF), with damping effects ranging from 0.47 dB at 75 cm to 1.53 dB at 150 mm. The floating fastener significantly reduces vibrations transmitted to the sleeper and ground by exhibiting increased energy absorption at the rail at higher frequencies (over 16 Hz). On the other hand, the rigid design of the typical fastener causes more ground vibrations, especially at lower frequencies (1–12.5 Hz). These results demonstrate how well the floating fastener reduces environmental vibrations, which makes it a great option for cities and noisy places. For heavy-duty applications, however, the trade-off between structural stability and vibration reduction must be taken into account. This paper offers useful recommendations for improving railway infrastructure design and minimizing environmental effects by presenting empirical insights into the dynamic behavior of rail.

Journal of Civil Construction and Environmental EngineeringVol. 10(1)
Central South University (CN)
China Railway
Industry, innovation and infrastructure
Openalex Percentile: Top 96%
Railway Engineering and Dynamics
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Experimental Evaluation of Vibration Damping Performance in Floating and Standard Rail Fastening Systems Using Impact Hammer Testing — Zhiping Zeng, Kofi Sampson, et al. · Journal of Civil Construction and Environmental Engineering (2025) | TGRS Research Map | TGRS