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    The Bending of Spiral Strand and Armored Cables Close to Terminations

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 003::page 349
    Author:
    M. Raoof
    ,
    R. E. Hobbs
    DOI: 10.1115/1.3231064
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The problem of the bending of a spiral strand or armored cable is addressed, with particular reference to the “free bending” situation where pulleys or other restraints are absent. The analysis, based on a study of the properties of the layers of wires which form the strand (or armor), treats the “free field” bending, remote from the termination. A parallel treatment of the situation close to a termination is summarized. In the former case, limiting values for the effective bending stiffness of the strand are presented; in the latter case an examination of the behavior of an outer layer of wires sliding (with known frictional characteristics) over an inner core has led to predictions of the strains and movements between the individual wires and the inner core (as a function of wire position in the strand) which are reported in the paper. The results offer an explanation of some experimental observations from fatigue tests on a large (39mm) strand under combined steady axial load and lateral movements causing bending adjacent to the restrained termination. In particular the observed wire failures close to the socket, not at the extreme fiber positions but at the neutral axis, can be explained in terms of the much larger slip on the interlayer contact points there.
    keyword(s): Cables , Wire , Motion , Fibers , Stress , Failure , Fatigue testing , Pulleys , Stiffness AND Armor ,
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      The Bending of Spiral Strand and Armored Cables Close to Terminations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/98292
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    • Journal of Energy Resources Technology

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    contributor authorM. Raoof
    contributor authorR. E. Hobbs
    date accessioned2017-05-08T23:17:33Z
    date available2017-05-08T23:17:33Z
    date copyrightSeptember, 1984
    date issued1984
    identifier issn0195-0738
    identifier otherJERTD2-26400#349_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98292
    description abstractThe problem of the bending of a spiral strand or armored cable is addressed, with particular reference to the “free bending” situation where pulleys or other restraints are absent. The analysis, based on a study of the properties of the layers of wires which form the strand (or armor), treats the “free field” bending, remote from the termination. A parallel treatment of the situation close to a termination is summarized. In the former case, limiting values for the effective bending stiffness of the strand are presented; in the latter case an examination of the behavior of an outer layer of wires sliding (with known frictional characteristics) over an inner core has led to predictions of the strains and movements between the individual wires and the inner core (as a function of wire position in the strand) which are reported in the paper. The results offer an explanation of some experimental observations from fatigue tests on a large (39mm) strand under combined steady axial load and lateral movements causing bending adjacent to the restrained termination. In particular the observed wire failures close to the socket, not at the extreme fiber positions but at the neutral axis, can be explained in terms of the much larger slip on the interlayer contact points there.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Bending of Spiral Strand and Armored Cables Close to Terminations
    typeJournal Paper
    journal volume106
    journal issue3
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231064
    journal fristpage349
    journal lastpage355
    identifier eissn1528-8994
    keywordsCables
    keywordsWire
    keywordsMotion
    keywordsFibers
    keywordsStress
    keywordsFailure
    keywordsFatigue testing
    keywordsPulleys
    keywordsStiffness AND Armor
    treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 003
    contenttypeFulltext
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