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

    Source: Journal of Transportation Engineering, Part A: Systems:;2014:;Volume ( 140 ):;issue: 010
    Author:
    Xiang Liu
    ,
    Alexander Lovett
    ,
    Tyler Dick
    ,
    M. Rapik Saat
    ,
    Christopher P. L. Barkan
    DOI: 10.1061/(ASCE)TE.1943-5436.0000697
    Publisher: American Society of Civil Engineers
    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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      Optimization of Ultrasonic Rail-Defect Inspection for Improving Railway Transportation Safety and Efficiency

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72774
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorXiang Liu
    contributor authorAlexander Lovett
    contributor authorTyler Dick
    contributor authorM. Rapik Saat
    contributor authorChristopher P. L. Barkan
    date accessioned2017-05-08T22:10:17Z
    date available2017-05-08T22:10:17Z
    date copyrightOctober 2014
    date issued2014
    identifier other37066996.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72774
    description abstractBroken 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.
    publisherAmerican Society of Civil Engineers
    titleOptimization of Ultrasonic Rail-Defect Inspection for Improving Railway Transportation Safety and Efficiency
    typeJournal Paper
    journal volume140
    journal issue10
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000697
    treeJournal of Transportation Engineering, Part A: Systems:;2014:;Volume ( 140 ):;issue: 010
    contenttypeFulltext
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