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    Crash Reconstruction Technique for Longitudinal Barriers

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 001
    Author:
    Brian A. Coon
    ,
    John D. Reid
    DOI: 10.1061/(ASCE)0733-947X(2005)131:1(54)
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for reconstructing run-off-road accidents into longitudinal W-beam guardrail systems was developed by estimating energy dissipation during an impact. Correlations were developed between the vehicle’s departure angle, velocity, type of vehicle, and the energy dissipated. Energy losses are due to (1) barrier–vehicle friction; (2) post/soil deformations; (3) guardrail beam deformations, and (4) vehicle energy losses attributed to the vehicle (this is composed of actual vehicle damage and tire–ground friction, with vehicle damage being predominate). Barrier–vehicle friction losses were found to range from about 5 to 36%, depending upon speed and impact angle. The energy to cause permanent deflection of the guardrail posts in a system was found to be roughly equivalent to the amount of energy dissipated by the rail deformation of that system. Comparisons with full-scale crash test results showed that the developed iterative reconstruction procedure accurately estimated impact velocities within 3%.
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      Crash Reconstruction Technique for Longitudinal Barriers

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/37677
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorBrian A. Coon
    contributor authorJohn D. Reid
    date accessioned2017-05-08T21:04:32Z
    date available2017-05-08T21:04:32Z
    date copyrightJanuary 2005
    date issued2005
    identifier other%28asce%290733-947x%282005%29131%3A1%2854%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37677
    description abstractA procedure for reconstructing run-off-road accidents into longitudinal W-beam guardrail systems was developed by estimating energy dissipation during an impact. Correlations were developed between the vehicle’s departure angle, velocity, type of vehicle, and the energy dissipated. Energy losses are due to (1) barrier–vehicle friction; (2) post/soil deformations; (3) guardrail beam deformations, and (4) vehicle energy losses attributed to the vehicle (this is composed of actual vehicle damage and tire–ground friction, with vehicle damage being predominate). Barrier–vehicle friction losses were found to range from about 5 to 36%, depending upon speed and impact angle. The energy to cause permanent deflection of the guardrail posts in a system was found to be roughly equivalent to the amount of energy dissipated by the rail deformation of that system. Comparisons with full-scale crash test results showed that the developed iterative reconstruction procedure accurately estimated impact velocities within 3%.
    publisherAmerican Society of Civil Engineers
    titleCrash Reconstruction Technique for Longitudinal Barriers
    typeJournal Paper
    journal volume131
    journal issue1
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2005)131:1(54)
    treeJournal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 001
    contenttypeFulltext
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