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    Perforation Thickness and Ballistic Limit of Concrete Target Subjected to Rigid Projectile Impact

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 009
    Author:
    Q. M. Li
    ,
    D. J. Tong
    DOI: 10.1061/(ASCE)0733-9399(2003)129:9(1083)
    Publisher: American Society of Civil Engineers
    Abstract: The perforation of a concrete target subjected to a rigid projectile impact is studied in this paper. Based on the dynamic cavity expansion theory and a plug formation model, semianalytical formulas for the perforation thickness and the perforation ballistic limit of concrete target are developed. The proposed formulas are consistent with other empirical formulas and correlate well with the experimental data.
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      Perforation Thickness and Ballistic Limit of Concrete Target Subjected to Rigid Projectile Impact

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85798
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    contributor authorQ. M. Li
    contributor authorD. J. Tong
    date accessioned2017-05-08T22:40:11Z
    date available2017-05-08T22:40:11Z
    date copyrightSeptember 2003
    date issued2003
    identifier other%28asce%290733-9399%282003%29129%3A9%281083%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85798
    description abstractThe perforation of a concrete target subjected to a rigid projectile impact is studied in this paper. Based on the dynamic cavity expansion theory and a plug formation model, semianalytical formulas for the perforation thickness and the perforation ballistic limit of concrete target are developed. The proposed formulas are consistent with other empirical formulas and correlate well with the experimental data.
    publisherAmerican Society of Civil Engineers
    titlePerforation Thickness and Ballistic Limit of Concrete Target Subjected to Rigid Projectile Impact
    typeJournal Paper
    journal volume129
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2003)129:9(1083)
    treeJournal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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