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    Asymmetric Collapse Modes of Pipes under Combined Bending and External Pressure

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 012
    Author:
    E. Corona
    ,
    S. Kyriakides
    DOI: 10.1061/(ASCE)0733-9399(2000)126:12(1232)
    Publisher: American Society of Civil Engineers
    Abstract: The subject of pipe buckling and collapse under combined external pressure and bending is revisited in order to investigate the causes of angled buckles observed in recent experiments and the associated “scatter” in the critical loads. Stainless steel 304 tubes with
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      Asymmetric Collapse Modes of Pipes under Combined Bending and External Pressure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/85125
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    • Journal of Engineering Mechanics

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    contributor authorE. Corona
    contributor authorS. Kyriakides
    date accessioned2017-05-08T22:39:07Z
    date available2017-05-08T22:39:07Z
    date copyrightDecember 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A12%281232%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85125
    description abstractThe subject of pipe buckling and collapse under combined external pressure and bending is revisited in order to investigate the causes of angled buckles observed in recent experiments and the associated “scatter” in the critical loads. Stainless steel 304 tubes with
    publisherAmerican Society of Civil Engineers
    titleAsymmetric Collapse Modes of Pipes under Combined Bending and External Pressure
    typeJournal Paper
    journal volume126
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:12(1232)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 012
    contenttypeFulltext
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