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    Improved Design Limit for Antiram Bollard Systems Subjected to Truck Impact

    Source: Journal of Transportation Engineering, Part A: Systems:;2017:;Volume ( 143 ):;issue: 011
    Author:
    Bo Hu
    DOI: 10.1061/JTEPBS.0000086
    Publisher: American Society of Civil Engineers
    Abstract: Antiram bollard systems (ABS) can effectively prevent vehicle bombs from approaching protected areas and thus reduce the damage from blasts and debris. This paper presents an assessment of the current design limits for determining whether the designed ABS can prevent truck penetration successfully according to SD-STD-02.01, Revision A. Four available crash tests and 69 numerical experiments were assembled for the evaluation. Assessment results showed that the current design limits for either residual angle of inclination of bollard αr or residual height of bollard Hr present poor performances. Numerical investigations showed the failed ABS were penetrated by trucks in two failure modes, and Failure Modes I and II can be determined by αr and Hr, respectively. On this basis, an improved design limit is proposed in terms of both αr and Hr. In addition, an analytical model for predicting αr and Hr is developed. Two plastic-hinge patterns of ABS were considered in this model. Comparisons between the predictions and experimental results from crash tests and numerical simulations indicate that the improved design limit combined with the developed analytical model predicts the performances of all the ABS accurately and can be used for the structural design of ABS.
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      Improved Design Limit for Antiram Bollard Systems Subjected to Truck Impact

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4240373
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    contributor authorBo Hu
    date accessioned2017-12-16T09:14:29Z
    date available2017-12-16T09:14:29Z
    date issued2017
    identifier otherJTEPBS.0000086.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240373
    description abstractAntiram bollard systems (ABS) can effectively prevent vehicle bombs from approaching protected areas and thus reduce the damage from blasts and debris. This paper presents an assessment of the current design limits for determining whether the designed ABS can prevent truck penetration successfully according to SD-STD-02.01, Revision A. Four available crash tests and 69 numerical experiments were assembled for the evaluation. Assessment results showed that the current design limits for either residual angle of inclination of bollard αr or residual height of bollard Hr present poor performances. Numerical investigations showed the failed ABS were penetrated by trucks in two failure modes, and Failure Modes I and II can be determined by αr and Hr, respectively. On this basis, an improved design limit is proposed in terms of both αr and Hr. In addition, an analytical model for predicting αr and Hr is developed. Two plastic-hinge patterns of ABS were considered in this model. Comparisons between the predictions and experimental results from crash tests and numerical simulations indicate that the improved design limit combined with the developed analytical model predicts the performances of all the ABS accurately and can be used for the structural design of ABS.
    publisherAmerican Society of Civil Engineers
    titleImproved Design Limit for Antiram Bollard Systems Subjected to Truck Impact
    typeJournal Paper
    journal volume143
    journal issue11
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.0000086
    treeJournal of Transportation Engineering, Part A: Systems:;2017:;Volume ( 143 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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