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    Ponding Instability of Inflated Imperfect Membranes

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Goodarz Ahmadi
    ,
    Peter G. Glockher
    DOI: 10.1061/(ASCE)0733-9445(1983)109:2(297)
    Publisher: American Society of Civil Engineers
    Abstract: The problem of ponding instability of inflated imperfect cylinderical membranes is considered. It is shown that the existence of a small depression which allows the start of ponding of a fluid may lead to instability and complete collapse of the inflated structure. Several cases where the initial depression is of uniform, triangular, sinusoidal or smooth sinusoidal shape are considered and the equations of limiting equilibrium are solved. The magnitudes of the critical initial depression depths for onset of collapse are obtained and their dependences on membrane and depression geometries, and internal pressure are studied. The results are presented in graphical form. The reinterpretations of the stability criteria in terms of an inflated perfectly cylindrical membrane subjected to distributed overloads are also briefly examined.
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      Ponding Instability of Inflated Imperfect Membranes

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    contributor authorGoodarz Ahmadi
    contributor authorPeter G. Glockher
    date accessioned2017-05-08T20:50:29Z
    date available2017-05-08T20:50:29Z
    date copyrightFebruary 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A2%28297%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28902
    description abstractThe problem of ponding instability of inflated imperfect cylinderical membranes is considered. It is shown that the existence of a small depression which allows the start of ponding of a fluid may lead to instability and complete collapse of the inflated structure. Several cases where the initial depression is of uniform, triangular, sinusoidal or smooth sinusoidal shape are considered and the equations of limiting equilibrium are solved. The magnitudes of the critical initial depression depths for onset of collapse are obtained and their dependences on membrane and depression geometries, and internal pressure are studied. The results are presented in graphical form. The reinterpretations of the stability criteria in terms of an inflated perfectly cylindrical membrane subjected to distributed overloads are also briefly examined.
    publisherAmerican Society of Civil Engineers
    titlePonding Instability of Inflated Imperfect Membranes
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:2(297)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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