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    Lateral Thermal Buckling of Pipelines on the Sea Bed

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 004::page 891
    Author:
    D. J. Miles
    ,
    C. R. Calladine
    DOI: 10.1115/1.2791794
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Lateral buckling can occur in a submarine pipeline laid (without trenching) on the seabed, when the oil temperature rises. Motion of the (elastic) pipe relative to the sea bed is resisted by friction. The initial buckling is a localization phenomenon, and the first buckle lobes to form grow in amplitude most rapidly as the temperature increases. But as the temperature continues to rise, these early buckles cease growing, and growth is transferred to adjacent, newly formed lobes. The lobes first formed thus eventually become “extinct.” We investigate these phenomena by means of a small-scale physical model and by computer simulation. The results of many computer runs can be condensed into a few universal curves by the use of suitable dimensionless groups. Simple formulas emerge for the amplitude and wavelength of the “extinct” lobes, and for the maximum bending strain experienced by the pipeline, as a function of temperature.
    keyword(s): Pipelines , Buckling , Seabed , Temperature , Wavelength , Motion , Computer simulation , Underwater pipelines , Formulas , Pipes , Computers AND Friction ,
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      Lateral Thermal Buckling of Pipelines on the Sea Bed

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    http://yetl.yabesh.ir/yetl1/handle/yetl/121584
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    contributor authorD. J. Miles
    contributor authorC. R. Calladine
    date accessioned2017-05-08T23:58:37Z
    date available2017-05-08T23:58:37Z
    date copyrightDecember, 1999
    date issued1999
    identifier issn0021-8936
    identifier otherJAMCAV-26485#891_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121584
    description abstractLateral buckling can occur in a submarine pipeline laid (without trenching) on the seabed, when the oil temperature rises. Motion of the (elastic) pipe relative to the sea bed is resisted by friction. The initial buckling is a localization phenomenon, and the first buckle lobes to form grow in amplitude most rapidly as the temperature increases. But as the temperature continues to rise, these early buckles cease growing, and growth is transferred to adjacent, newly formed lobes. The lobes first formed thus eventually become “extinct.” We investigate these phenomena by means of a small-scale physical model and by computer simulation. The results of many computer runs can be condensed into a few universal curves by the use of suitable dimensionless groups. Simple formulas emerge for the amplitude and wavelength of the “extinct” lobes, and for the maximum bending strain experienced by the pipeline, as a function of temperature.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLateral Thermal Buckling of Pipelines on the Sea Bed
    typeJournal Paper
    journal volume66
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2791794
    journal fristpage891
    journal lastpage897
    identifier eissn1528-9036
    keywordsPipelines
    keywordsBuckling
    keywordsSeabed
    keywordsTemperature
    keywordsWavelength
    keywordsMotion
    keywordsComputer simulation
    keywordsUnderwater pipelines
    keywordsFormulas
    keywordsPipes
    keywordsComputers AND Friction
    treeJournal of Applied Mechanics:;1999:;volume( 066 ):;issue: 004
    contenttypeFulltext
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