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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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