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contributor authorA. J. Shashaty
date accessioned2017-05-08T23:15:16Z
date available2017-05-08T23:15:16Z
date copyrightSeptember, 1983
date issued1983
identifier issn0195-0738
identifier otherJERTD2-26394#341_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96937
description abstractArmored ocean cable unlays under the action of installation tensions and restraining moments applied by the ocean bottom and the ship’s bow sheave. The process of elongation and twist is nonlinear and hysteretic. This process has often been assumed linear and reversible. The equations describing the moment which is developed in laying cable on the ocean bottom are worked out, without assuming linearity and reversibility. These equations are applied to some cases likely to arise. For a typical armored coaxial cable laid in 3700-m (2000-fathoms) depth without bottom tension, a steady-state laying-up moment of 134 Nm (99 lbf. ft) is developed. For the reversible case, no moment is developed. If the bottom tension is increased from zero to 33,375N (7500 lbf) and then returned to zero, a peak moment of 198Nm (146 lbf. ft) is developed.
publisherThe American Society of Mechanical Engineers (ASME)
titleNonlinear and Hysteretic Twisting Effects in Ocean Cable Laying
typeJournal Paper
journal volume105
journal issue3
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.3230925
journal fristpage341
journal lastpage345
identifier eissn1528-8994
keywordsCables
keywordsOceans
keywordsTension
keywordsSeabed
keywordsEquations
keywordsPulleys
keywordsSteady state AND Elongation
treeJournal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 003
contenttypeFulltext


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