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    Instability of Thin Pipes Encased in Oval Rigid Cavity

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 004
    Author:
    Abdel-Aziz M. Omara
    ,
    Leslie K. Guice
    ,
    W. Thomas Straughan
    ,
    Fred Akl
    DOI: 10.1061/(ASCE)0733-9399(2000)126:4(381)
    Publisher: American Society of Civil Engineers
    Abstract: A new model for predicting the buckling pressure of thin circular pipes encased in rigid oval host pipes is presented. This paper also includes experimental work that has been conducted to verify the new model. The results of the experimental work are compared with the proposed model and other analytical models. Conclusions drawn out of this comparison study show that the proposed model provides a good agreement with experimental results.
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      Instability of Thin Pipes Encased in Oval Rigid Cavity

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    contributor authorAbdel-Aziz M. Omara
    contributor authorLeslie K. Guice
    contributor authorW. Thomas Straughan
    contributor authorFred Akl
    date accessioned2017-05-08T22:39:14Z
    date available2017-05-08T22:39:14Z
    date copyrightApril 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A4%28381%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85174
    description abstractA new model for predicting the buckling pressure of thin circular pipes encased in rigid oval host pipes is presented. This paper also includes experimental work that has been conducted to verify the new model. The results of the experimental work are compared with the proposed model and other analytical models. Conclusions drawn out of this comparison study show that the proposed model provides a good agreement with experimental results.
    publisherAmerican Society of Civil Engineers
    titleInstability of Thin Pipes Encased in Oval Rigid Cavity
    typeJournal Paper
    journal volume126
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:4(381)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 004
    contenttypeFulltext
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