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    Nonlinear and Hysteretic Twisting Effects in Ocean Cable Laying

    Source: Journal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 003::page 341
    Author:
    A. J. Shashaty
    DOI: 10.1115/1.3230925
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Armored 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.
    keyword(s): Cables , Oceans , Tension , Seabed , Equations , Pulleys , Steady state AND Elongation ,
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      Nonlinear and Hysteretic Twisting Effects in Ocean Cable Laying

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    https://yetl.yabesh.ir/yetl1/handle/yetl/96937
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    • Journal of Energy Resources Technology

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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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    DSpace software copyright © 2002-2015  DuraSpace
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