<b>Experiments on Damage to Track Components due to Repeated Passage of Vehicles on Rail Gaps</b>

In railways where wireless train control systems are employed, track circuits may be removed, making it difficult to detect a broken rail in such cases. In railways without track circuits, it is assumed that vehicles repeatedly pass over rail gaps until the broken rail is detected by rail inspection or other means. Therefore, in order to evaluate damage of track components due to repeated vehicle passage, we carried out falling weight tests in a laboratory, in which impact loads equivalent to passing vehicles were applied to the broken rail to simulate damage. This test clarified the plastic deformation of the rails and functional deterioration of the rail fastenings system in response to the impact loads.

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Publication Details

Journal
Quarterly Report of RTRI
Published
2025-02-01
DOI
https://doi.org/10.2219/rtriqr.66.1_23
Primary Topic
Railway Engineering and Dynamics
Type
article
Field-Weighted Citation Impact
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article

Experiments on Damage to Track Components due to Repeated Passage of Vehicles on Rail Gaps

Yuki NISHINOMIYA, Katsutoshi SHIOTA
Quarterly Report of RTRI
Railway Engineering and Dynamics
article

Experiments on Damage to Track Components due to Repeated Passage of Vehicles on Rail Gaps

Yuki NISHINOMIYA, Katsutoshi SHIOTA
article en

Abstract

In railways where wireless train control systems are employed, track circuits may be removed, making it difficult to detect a broken rail in such cases. In railways without track circuits, it is assumed that vehicles repeatedly pass over rail gaps until the broken rail is detected by rail inspection or other means. Therefore, in order to evaluate damage of track components due to repeated vehicle passage, we carried out falling weight tests in a laboratory, in which impact loads equivalent to passing vehicles were applied to the broken rail to simulate damage. This test clarified the plastic deformation of the rails and functional deterioration of the rail fastenings system in response to the impact loads.

Quarterly Report of RTRIVol. 66(1)
College Track (US)
Openalex Percentile: Top 97%
Railway Engineering and Dynamics
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