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    A Comparative Wet Collapse Buckling Study for the Carcass Layer of Flexible Pipes

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2012:;volume( 134 ):;issue: 003::page 31701
    Author:
    Alfredo Gay Neto
    ,
    Clóvis de Arruda Martins
    DOI: 10.1115/1.4005185
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: When there is a failure on the external sheath of a flexible pipe, a high value of hydrostatic pressure is transferred to its internal plastic layer and consequently to its interlocked carcass, leading to the possibility of collapse. The design of a flexible pipe must predict the maximum value of external pressure the carcass layer can be subjected to without collapse. This value depends on the initial ovalization due to manufacturing tolerances. To study that problem, two numerical finite element models were developed to simulate the behavior of the carcass subjected to external pressure, including the plastic behavior of the materials. The first one is a full 3D model and the second one is a 3D ring model, both composed by solid elements. An interesting conclusion is that both the models provide the same results. An analytical model using an equivalent thickness approach for the carcass layer was also constructed. A good correlation between analytical and numerical models was achieved for pre-collapse behavior but the collapse pressure value and post-collapse behavior were not well predicted by the analytical model.
    keyword(s): Stress , Pipes , Buckling , Collapse , External pressure , Pressure , Thickness , Three-dimensional models , Finite element model , Stiffness AND Computer simulation ,
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      A Comparative Wet Collapse Buckling Study for the Carcass Layer of Flexible Pipes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/149994
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorAlfredo Gay Neto
    contributor authorClóvis de Arruda Martins
    date accessioned2017-05-09T00:53:45Z
    date available2017-05-09T00:53:45Z
    date copyrightAugust, 2012
    date issued2012
    identifier issn0892-7219
    identifier otherJMOEEX-28400#031701_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/149994
    description abstractWhen there is a failure on the external sheath of a flexible pipe, a high value of hydrostatic pressure is transferred to its internal plastic layer and consequently to its interlocked carcass, leading to the possibility of collapse. The design of a flexible pipe must predict the maximum value of external pressure the carcass layer can be subjected to without collapse. This value depends on the initial ovalization due to manufacturing tolerances. To study that problem, two numerical finite element models were developed to simulate the behavior of the carcass subjected to external pressure, including the plastic behavior of the materials. The first one is a full 3D model and the second one is a 3D ring model, both composed by solid elements. An interesting conclusion is that both the models provide the same results. An analytical model using an equivalent thickness approach for the carcass layer was also constructed. A good correlation between analytical and numerical models was achieved for pre-collapse behavior but the collapse pressure value and post-collapse behavior were not well predicted by the analytical model.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Comparative Wet Collapse Buckling Study for the Carcass Layer of Flexible Pipes
    typeJournal Paper
    journal volume134
    journal issue3
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4005185
    journal fristpage31701
    identifier eissn1528-896X
    keywordsStress
    keywordsPipes
    keywordsBuckling
    keywordsCollapse
    keywordsExternal pressure
    keywordsPressure
    keywordsThickness
    keywordsThree-dimensional models
    keywordsFinite element model
    keywordsStiffness AND Computer simulation
    treeJournal of Offshore Mechanics and Arctic Engineering:;2012:;volume( 134 ):;issue: 003
    contenttypeFulltext
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