A big data analysis approach for rail failure risk assessment

Journal Article (2017)
Author(s)

A. Jamshidi (TU Delft - Railway Engineering)

S. Faghih Roohi (TU Delft - Team Bart De Schutter)

S Hajizadeh (TU Delft - Team Bart De Schutter)

AA Nunez (TU Delft - Railway Engineering)

Robert Babuska (TU Delft - Learning & Autonomous Control)

Rolf Dollevoet (TU Delft - Railway Engineering)

Zili Li (TU Delft - Railway Engineering)

BHK De Schutter (TU Delft - Team Bart De Schutter)

Research Group
Railway Engineering
Copyright
© 2017 A. Jamshidi, S. Faghih Roohi, S. Hajizadeh, Alfredo Nunez, R. Babuska, R.P.B.J. Dollevoet, Z. Li, B.H.K. De Schutter
DOI related publication
https://doi.org/10.1111/risa.12836
More Info
expand_more
Publication Year
2017
Language
English
Copyright
© 2017 A. Jamshidi, S. Faghih Roohi, S. Hajizadeh, Alfredo Nunez, R. Babuska, R.P.B.J. Dollevoet, Z. Li, B.H.K. De Schutter
Research Group
Railway Engineering
Issue number
8
Volume number
37
Pages (from-to)
1495–1507
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Railway infrastructure monitoring is a vital task to ensure rail transportation safety. A rail failure could result in not only a considerable impact on train delays and maintenance costs, but also on safety of passengers. In this article, the aim is to assess the risk of a rail failure by analyzing a type of rail surface defect called squats that are detected automatically among the huge number of records from video cameras. We propose an image processing approach for automatic detection of squats, especially severe types that are prone to rail breaks. We measure the visual length of the squats and use them to model the failure risk. For the assessment of the rail failure risk, we estimate the probability of rail failure based on the growth of squats. Moreover, we perform severity and crack growth analyses to consider the impact of rail traffic loads on defects in three different growth scenarios. The failure risk estimations are provided for several samples of squats with different crack growth lengths on a busy rail track of the Dutch railway network. The results illustrate the practicality and efficiency of the proposed approach.