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    A Consistent Analytical Model to Predict the Structural Behavior of Flexible Risers Subjected to Combined Loads

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 002::page 141
    Author:
    Roberto Ramos
    ,
    Celso Pupo Pesce
    DOI: 10.1115/1.1710869
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This work presents an analytical model for the structural analysis of flexible risers subjected to combined loads of bending, twisting and tension, as well as internal and external pressures applied to the riser. The proposed formulation, which comprises equilibrium conditions, constitutive equations and geometrical relations, leads to the solution of the problem in terms of the loads supported by the layers and deformation components of a flexible riser subjected to the above mentioned combined loads. All the modeling hypotheses are highlighted in the work. Comparisons between analytical results using the full-slip model and experimental results obtained in literature are shown and discussed. Some proposals leading to improvement of the presented model are drawn in the conclusions.
    keyword(s): Stress , Pipes , Equations , Stiffness , Flexible risers , Armor , Deformation , External pressure , Pipeline risers , Pressure AND Equilibrium (Physics) ,
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      A Consistent Analytical Model to Predict the Structural Behavior of Flexible Risers Subjected to Combined Loads

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/130620
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorRoberto Ramos
    contributor authorCelso Pupo Pesce
    date accessioned2017-05-09T00:14:02Z
    date available2017-05-09T00:14:02Z
    date copyrightMay, 2004
    date issued2004
    identifier issn0892-7219
    identifier otherJMOEEX-28239#141_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/130620
    description abstractThis work presents an analytical model for the structural analysis of flexible risers subjected to combined loads of bending, twisting and tension, as well as internal and external pressures applied to the riser. The proposed formulation, which comprises equilibrium conditions, constitutive equations and geometrical relations, leads to the solution of the problem in terms of the loads supported by the layers and deformation components of a flexible riser subjected to the above mentioned combined loads. All the modeling hypotheses are highlighted in the work. Comparisons between analytical results using the full-slip model and experimental results obtained in literature are shown and discussed. Some proposals leading to improvement of the presented model are drawn in the conclusions.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Consistent Analytical Model to Predict the Structural Behavior of Flexible Risers Subjected to Combined Loads
    typeJournal Paper
    journal volume126
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.1710869
    journal fristpage141
    journal lastpage146
    identifier eissn1528-896X
    keywordsStress
    keywordsPipes
    keywordsEquations
    keywordsStiffness
    keywordsFlexible risers
    keywordsArmor
    keywordsDeformation
    keywordsExternal pressure
    keywordsPipeline risers
    keywordsPressure AND Equilibrium (Physics)
    treeJournal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 002
    contenttypeFulltext
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