Elucidation of Damage to Overhead Contact Line System Caused by Bridge Oscillation Generated by Passing Trains and its Countermeasures

In some sections of simple-support bridges, fatigue failures of wire in overhead contact line systems are caused by large bridge oscillations generated by passing trains. Our study reveals the condition under which the amplitude of overhead contact line system oscillations becomes large, by analyzing coupled oscillations of bridges and catenary poles generated by passing trains. To prevent the fatigue failures of wire in overhead contact line systems caused by large bridge oscillations generated by passing trains, a pole vibration suppression band and a new metal fitting are developed. Moreover, a decision-making flowchart is developed to determine the necessity of measures.

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Publication Details

Journal
IEEJ Transactions on Industry Applications
Published
2024-12-31
DOI
https://doi.org/10.1541/ieejias.145.9
Primary Topic
Railway Engineering and Dynamics
Type
article
Field-Weighted Citation Impact
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article

Elucidation of Damage to Overhead Contact Line System Caused by Bridge Oscillation Generated by Passing Trains and its Countermeasures

Kyoko IKURA, Mizuki TSUNEMOTO, M. Takashima, Shuhei Sato et al.
IEEJ Transactions on Industry Applications
Railway Engineering and Dynamics
article

Elucidation of Damage to Overhead Contact Line System Caused by Bridge Oscillation Generated by Passing Trains and its Countermeasures

Kyoko IKURA, Mizuki TSUNEMOTO, M. Takashima, Shuhei Sato, Kodai Matsuoka, Hiromu Susuki
article en

Abstract

In some sections of simple-support bridges, fatigue failures of wire in overhead contact line systems are caused by large bridge oscillations generated by passing trains. Our study reveals the condition under which the amplitude of overhead contact line system oscillations becomes large, by analyzing coupled oscillations of bridges and catenary poles generated by passing trains. To prevent the fatigue failures of wire in overhead contact line systems caused by large bridge oscillations generated by passing trains, a pole vibration suppression band and a new metal fitting are developed. Moreover, a decision-making flowchart is developed to determine the necessity of measures.

IEEJ Transactions on Industry ApplicationsVol. 145(1)
Railway Technical Research Institute (JP), East Japan Railway (Japan) (JP)
Sustainable cities and communities
Openalex Percentile: Top 75%
Railway Engineering and Dynamics
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