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    Plastic Response of Cantilevers with Stable Cracks

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 007
    Author:
    H. J. Petroski
    ,
    A. Verma
    DOI: 10.1061/(ASCE)0733-9399(1985)111:7(839)
    Publisher: American Society of Civil Engineers
    Abstract: Simple analytical models and experiments are employed to demonstrate the structural response of a cantilever beam with a stable crack subjected to impact loading. The mode of plastic deformation is shown to depend very strongly upon the size and location of the crack; and the permanent damage suffered by a cracked beam is found to be significantly different in magnitude and character from that of a correspondingly‐loaded uncracked beam.
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      Plastic Response of Cantilevers with Stable Cracks

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    contributor authorH. J. Petroski
    contributor authorA. Verma
    date accessioned2017-05-08T22:13:17Z
    date available2017-05-08T22:13:17Z
    date copyrightJuly 1985
    date issued1985
    identifier other%28asce%290733-9399%281985%29111%3A7%28839%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74075
    description abstractSimple analytical models and experiments are employed to demonstrate the structural response of a cantilever beam with a stable crack subjected to impact loading. The mode of plastic deformation is shown to depend very strongly upon the size and location of the crack; and the permanent damage suffered by a cracked beam is found to be significantly different in magnitude and character from that of a correspondingly‐loaded uncracked beam.
    publisherAmerican Society of Civil Engineers
    titlePlastic Response of Cantilevers with Stable Cracks
    typeJournal Paper
    journal volume111
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1985)111:7(839)
    treeJournal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 007
    contenttypeFulltext
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