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    Dynamic Behavior of Submarine Pipelines Under Laying Operation

    Source: Journal of Energy Resources Technology:;1982:;volume( 104 ):;issue: 004::page 313
    Author:
    N. Suzuki
    ,
    N. Jingu
    DOI: 10.1115/1.3230421
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Theoretical and experimental study on dynamic behavior of submarine pipelines under laying operation with articulated stingers is described in this paper. Wave response tests in regular waves and forced oscillation tests in still water were conducted using the 1/20 scale model of 406.4 mm o.d. (16 in. o.d.) pipeline laid in 150 m (500 ft) water depth. The results show that: 1) the maximum dynamic bending moment of pipeline M D max occur at a stinger roller, 2) dynamic bending moment of pipelines M D at shorter periods are larger than those at longer periods, 3) the values of M D in an over-bend region depend highly upon stinger motion, 4) those of M D in a sag-bend region are less than M D max in an over-bend region, 5) the values of M D /HM Y increase as the stinger volume increases and that 6) stinger motion at shorter periods are different from those at longer periods.
    keyword(s): Underwater pipelines , Pipelines , Water , Waves , Motion , Oscillations AND Rollers ,
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      Dynamic Behavior of Submarine Pipelines Under Laying Operation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/95654
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    • Journal of Energy Resources Technology

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    contributor authorN. Suzuki
    contributor authorN. Jingu
    date accessioned2017-05-08T23:12:59Z
    date available2017-05-08T23:12:59Z
    date copyrightDecember, 1982
    date issued1982
    identifier issn0195-0738
    identifier otherJERTD2-26388#313_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/95654
    description abstractTheoretical and experimental study on dynamic behavior of submarine pipelines under laying operation with articulated stingers is described in this paper. Wave response tests in regular waves and forced oscillation tests in still water were conducted using the 1/20 scale model of 406.4 mm o.d. (16 in. o.d.) pipeline laid in 150 m (500 ft) water depth. The results show that: 1) the maximum dynamic bending moment of pipeline M D max occur at a stinger roller, 2) dynamic bending moment of pipelines M D at shorter periods are larger than those at longer periods, 3) the values of M D in an over-bend region depend highly upon stinger motion, 4) those of M D in a sag-bend region are less than M D max in an over-bend region, 5) the values of M D /HM Y increase as the stinger volume increases and that 6) stinger motion at shorter periods are different from those at longer periods.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamic Behavior of Submarine Pipelines Under Laying Operation
    typeJournal Paper
    journal volume104
    journal issue4
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3230421
    journal fristpage313
    journal lastpage318
    identifier eissn1528-8994
    keywordsUnderwater pipelines
    keywordsPipelines
    keywordsWater
    keywordsWaves
    keywordsMotion
    keywordsOscillations AND Rollers
    treeJournal of Energy Resources Technology:;1982:;volume( 104 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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