This paper investigates the influence of rail age, annual traffic density, and inspection frequency on broken-rail-caused train derailment risk. First, we estimate the probability of a broken-rail-caused train derailment based on a sequence of stochastic processes including rail defect formation, growth, detection and the likelihood that a broken rail causes a derailment. In addition to derailment frequency, we also estimate derailment severity, which is measured by the average number of railcars derailed per train derailment, based on FRA-reportable train derailment data. The preliminary risk analysis model provides a quantitative approach to understand broken rail risk, and potentially aid in development of effective ways to mitigate derailment risk.
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2016 Joint Rail Conference
April 12–15, 2016
Columbia, South Carolina, USA
Conference Sponsors:
- Rail Transportation Division
ISBN:
978-0-7918-4967-5
PROCEEDINGS PAPER
A Preliminary Methodology for Broken Rail Caused Freight Train Derailment Risk Analysis Available to Purchase
Tal Ben-Gera,
Tal Ben-Gera
Rutgers, The State University of New Jersey, Piscataway, NJ
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Jiabo He,
Jiabo He
Rutgers, The State University of New Jersey, Piscataway, NJ
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Xiang Liu
Xiang Liu
Rutgers, The State University of New Jersey, Piscataway, NJ
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Tal Ben-Gera
Rutgers, The State University of New Jersey, Piscataway, NJ
Jiabo He
Rutgers, The State University of New Jersey, Piscataway, NJ
Xiang Liu
Rutgers, The State University of New Jersey, Piscataway, NJ
Paper No:
JRC2016-5742, V001T06A006; 4 pages
Published Online:
June 10, 2016
Citation
Ben-Gera, T, He, J, & Liu, X. "A Preliminary Methodology for Broken Rail Caused Freight Train Derailment Risk Analysis." Proceedings of the 2016 Joint Rail Conference. 2016 Joint Rail Conference. Columbia, South Carolina, USA. April 12–15, 2016. V001T06A006. ASME. https://doi.org/10.1115/JRC2016-5742
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