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    Higher Order Approximations in Stress Analysis of Submarine Pipelines

    Source: Journal of Energy Resources Technology:;1980:;volume( 102 ):;issue: 004::page 190
    Author:
    Ibrahim Konuk
    DOI: 10.1115/1.3227872
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A unified three-dimensional formulation of the pipeline or riser problems is developed by following the rod theories. A rigorous singular perturbation technique is used to solve the associated two-dimensional nonlinear problem. The results can be used with a programmable calculator.
    keyword(s): Underwater pipelines , Stress analysis (Engineering) , Pipelines , Approximation AND Pipeline risers ,
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      Higher Order Approximations in Stress Analysis of Submarine Pipelines

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    http://yetl.yabesh.ir/yetl1/handle/yetl/93125
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    contributor authorIbrahim Konuk
    date accessioned2017-05-08T23:08:23Z
    date available2017-05-08T23:08:23Z
    date copyrightDecember, 1980
    date issued1980
    identifier issn0195-0738
    identifier otherJERTD2-26380#190_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/93125
    description abstractA unified three-dimensional formulation of the pipeline or riser problems is developed by following the rod theories. A rigorous singular perturbation technique is used to solve the associated two-dimensional nonlinear problem. The results can be used with a programmable calculator.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleHigher Order Approximations in Stress Analysis of Submarine Pipelines
    typeJournal Paper
    journal volume102
    journal issue4
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3227872
    journal fristpage190
    journal lastpage196
    identifier eissn1528-8994
    keywordsUnderwater pipelines
    keywordsStress analysis (Engineering)
    keywordsPipelines
    keywordsApproximation AND Pipeline risers
    treeJournal of Energy Resources Technology:;1980:;volume( 102 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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