Technical Papers
Jun 20, 2014

Optimization of Ultrasonic Rail-Defect Inspection for Improving Railway Transportation Safety and Efficiency

Publication: Journal of Transportation Engineering
Volume 140, Issue 10

Abstract

Broken rails are the most frequent cause of freight-train derailments in the United States. Consequently, reducing their occurrence is a high priority for the rail industry and the U.S. Federal Railroad Administration. Current practice is to periodically inspect rails to detect defects using nondestructive technology such as ultrasonic inspection. Determining the optimal rail inspection frequency is critical to efficient use of infrastructure management resources and maximizing the beneficial impact on safety. Minimization of derailment risk, costs of inspection vehicle operation, rail defect repair, and corresponding train delay are all affected by rail inspection frequency. However, no prior research has incorporated all of these factors into a single integrated framework. The objective of this paper is to develop an analytical model to address the trade-offs among various factors related to rail defect inspection frequency, so as to maximize railroad safety and efficiency. The analysis shows that the optimal inspection frequency will vary with traffic density, rail age, inspection technology reliability, and other factors. The optimization model provides a tool that can be used to aid development of better-informed, more effective infrastructure management and accident prevention policies and practices.

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Acknowledgments

The research was supported by the Association of American Railroads, BNSF Railway, and the National University Rail (NURail) Center, a US DOT RITA University Transportation Center. The authors are grateful to their colleague, Conrad J. Ruppert Jr., and two anonymous reviewers for their helpful suggestions and constructive comments on a draft manuscript. The authors are solely responsible for the views and analyses presented in this paper.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 140Issue 10October 2014

History

Received: Sep 21, 2013
Accepted: Mar 25, 2014
Published online: Jun 20, 2014
Published in print: Oct 1, 2014
Discussion open until: Nov 20, 2014

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Authors

Affiliations

Xiang Liu, M.ASCE [email protected]
Rail Transportation and Engineering Center, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author). E-mail: [email protected]
Alexander Lovett, S.M.ASCE [email protected]
Rail Transportation and Engineering Center, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: [email protected]
Tyler Dick, M.ASCE [email protected]
Rail Transportation and Engineering Center, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: [email protected]
M. Rapik Saat [email protected]
Rail Transportation and Engineering Center, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: [email protected]
Christopher P. L. Barkan, M.ASCE [email protected]
Rail Transportation and Engineering Center, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: [email protected]

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