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    Cable Pulling Force in Pipes with 3D Bends for Different Installation Methods

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 004::page 04021060-1
    Author:
    Willem Griffioen
    ,
    Damien Plumettaz
    DOI: 10.1061/(ASCE)PS.1949-1204.0000607
    Publisher: ASCE
    Abstract: The theory to predict cable pulling forces during installation in pipes has already existed for 7 decades. Here, gravity and capstan friction are ruling, and analytical equations are used for straight (sloped) sections and for horizontal and vertical bends. In this study, the theory is expanded to three-dimensional bends. They are entirely determined by the horizontal bend angle and inclination angles of the straight sections before and after the bend. Analytical solutions are given for the geometry of the bends, but pulling forces need to be calculated numerically. These calculations exactly match analytical solutions for the horizontal and vertical extremes. They also match analytical solutions for vertical bends with large bend radius, or for pushed cables, where the cable (partly) follows the outside facing wall of the pipe, for which the theory is also derived. The discussed software, which was developed using three-dimensional (3D) bends as input, can be used for pulling cables into pipes, but also for techniques like pushing, blowing, floating, water-push-pulling, and free-floating, although the latter techniques are not fully treated in this study.
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      Cable Pulling Force in Pipes with 3D Bends for Different Installation Methods

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4272684
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    • Journal of Pipeline Systems Engineering and Practice

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    contributor authorWillem Griffioen
    contributor authorDamien Plumettaz
    date accessioned2022-02-01T22:08:13Z
    date available2022-02-01T22:08:13Z
    date issued11/1/2021
    identifier other%28ASCE%29PS.1949-1204.0000607.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272684
    description abstractThe theory to predict cable pulling forces during installation in pipes has already existed for 7 decades. Here, gravity and capstan friction are ruling, and analytical equations are used for straight (sloped) sections and for horizontal and vertical bends. In this study, the theory is expanded to three-dimensional bends. They are entirely determined by the horizontal bend angle and inclination angles of the straight sections before and after the bend. Analytical solutions are given for the geometry of the bends, but pulling forces need to be calculated numerically. These calculations exactly match analytical solutions for the horizontal and vertical extremes. They also match analytical solutions for vertical bends with large bend radius, or for pushed cables, where the cable (partly) follows the outside facing wall of the pipe, for which the theory is also derived. The discussed software, which was developed using three-dimensional (3D) bends as input, can be used for pulling cables into pipes, but also for techniques like pushing, blowing, floating, water-push-pulling, and free-floating, although the latter techniques are not fully treated in this study.
    publisherASCE
    titleCable Pulling Force in Pipes with 3D Bends for Different Installation Methods
    typeJournal Paper
    journal volume12
    journal issue4
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/(ASCE)PS.1949-1204.0000607
    journal fristpage04021060-1
    journal lastpage04021060-12
    page12
    treeJournal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 004
    contenttypeFulltext
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    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