YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASME
    • Journal of Offshore Mechanics and Arctic Engineering
    • View Item
    •   YE&T Library
    • ASME
    • Journal of Offshore Mechanics and Arctic Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Loading History Effects for Deep-Water S-Lay of Pipelines

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 002::page 156
    Author:
    Heedo D. Yun
    ,
    Ralf R. Peek
    ,
    Paul R. Paslay
    ,
    Frans F. Kopp
    DOI: 10.1115/1.1710871
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For economic reasons S-Lay is often preferred to J-Lay. However in very deep water S-Lay requires a high curvature of the stinger to achieve the required close-to-vertical departure angle (or a large, low curvature stinger). Choosing the high curvature stinger can lead to plastic deformations of the pipe. The high top tension increases the plastic deformations in two ways: firstly it adds an overall tensile component to the strains, thereby increasing the strains at the 12 o’clock position. Secondly, it increases the strain concentrations, which arise due to discontinuous support of the pipe on the stinger. Typically, the pipe is guided over a series of roller beds. The high top tension tends to straighten the spans between the rollerbeds. To accommodate this (so that the pipe can still follow the stinger), higher curvatures occur at the roller beds. Analytical and numerical solutions are provided to quantify this effect. The analytical solution is fully developed for an arbitrary pipe material models, provided that: (i) the moment-curvature relation for the pipe under tension is known, and (ii) no cyclic plastic ratchetting occurs due to repeated bending of the pipe over the roller beds and straightening in the spans between roller beds. Agreement between the analytical and numerical (finite element) results is excellent. Proper loading history must be used in the numerical simulation, otherwise the level of strain concentration can be overpredicted.
    keyword(s): Pipes , Rollers , Tension , Water , Pipelines , Deformation AND Force ,
    • Download: (1.058Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Loading History Effects for Deep-Water S-Lay of Pipelines

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/130622
    Collections
    • Journal of Offshore Mechanics and Arctic Engineering

    Show full item record

    contributor authorHeedo D. Yun
    contributor authorRalf R. Peek
    contributor authorPaul R. Paslay
    contributor authorFrans F. Kopp
    date accessioned2017-05-09T00:14:03Z
    date available2017-05-09T00:14:03Z
    date copyrightMay, 2004
    date issued2004
    identifier issn0892-7219
    identifier otherJMOEEX-28239#156_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/130622
    description abstractFor economic reasons S-Lay is often preferred to J-Lay. However in very deep water S-Lay requires a high curvature of the stinger to achieve the required close-to-vertical departure angle (or a large, low curvature stinger). Choosing the high curvature stinger can lead to plastic deformations of the pipe. The high top tension increases the plastic deformations in two ways: firstly it adds an overall tensile component to the strains, thereby increasing the strains at the 12 o’clock position. Secondly, it increases the strain concentrations, which arise due to discontinuous support of the pipe on the stinger. Typically, the pipe is guided over a series of roller beds. The high top tension tends to straighten the spans between the rollerbeds. To accommodate this (so that the pipe can still follow the stinger), higher curvatures occur at the roller beds. Analytical and numerical solutions are provided to quantify this effect. The analytical solution is fully developed for an arbitrary pipe material models, provided that: (i) the moment-curvature relation for the pipe under tension is known, and (ii) no cyclic plastic ratchetting occurs due to repeated bending of the pipe over the roller beds and straightening in the spans between roller beds. Agreement between the analytical and numerical (finite element) results is excellent. Proper loading history must be used in the numerical simulation, otherwise the level of strain concentration can be overpredicted.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLoading History Effects for Deep-Water S-Lay of Pipelines
    typeJournal Paper
    journal volume126
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.1710871
    journal fristpage156
    journal lastpage163
    identifier eissn1528-896X
    keywordsPipes
    keywordsRollers
    keywordsTension
    keywordsWater
    keywordsPipelines
    keywordsDeformation AND Force
    treeJournal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 002
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian