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    Flexural Properties of Flexible Conductors Interconnecting Electrical Substation Equipment

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author:
    André Filiatrault
    ,
    Christopher Stearns
    DOI: 10.1061/(ASCE)0733-9445(2005)131:1(151)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of quasi-static bending tests on two different flexible conductors (cables) used to interconnect electrical substation equipment. The main objectives were to observe the flexural response of flexible conductors and to determine their moment–curvature relationships under axial tension. The results of the tests indicate that the force–displacement behavior of the conductors is linear-elastic with negligible hysteretic response. For most combinations of axial tension and lateral displacement, the flexural stiffness is very small, and tends toward the minimum possible flexural stiffness, corresponding to the situation where all the strands are slipping past each other, and are unable to transfer any shear force. Only for very large axial tension values does the flexural stiffness approach the maximum possible flexural stiffness, corresponding to the situation where all the strands are able to transfer longitudinal shear forces over one another, and the conductor section acts as a solid cross section.
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      Flexural Properties of Flexible Conductors Interconnecting Electrical Substation Equipment

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    contributor authorAndré Filiatrault
    contributor authorChristopher Stearns
    date accessioned2017-05-08T20:59:12Z
    date available2017-05-08T20:59:12Z
    date copyrightJanuary 2005
    date issued2005
    identifier other%28asce%290733-9445%282005%29131%3A1%28151%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34383
    description abstractThis paper presents the results of quasi-static bending tests on two different flexible conductors (cables) used to interconnect electrical substation equipment. The main objectives were to observe the flexural response of flexible conductors and to determine their moment–curvature relationships under axial tension. The results of the tests indicate that the force–displacement behavior of the conductors is linear-elastic with negligible hysteretic response. For most combinations of axial tension and lateral displacement, the flexural stiffness is very small, and tends toward the minimum possible flexural stiffness, corresponding to the situation where all the strands are slipping past each other, and are unable to transfer any shear force. Only for very large axial tension values does the flexural stiffness approach the maximum possible flexural stiffness, corresponding to the situation where all the strands are able to transfer longitudinal shear forces over one another, and the conductor section acts as a solid cross section.
    publisherAmerican Society of Civil Engineers
    titleFlexural Properties of Flexible Conductors Interconnecting Electrical Substation Equipment
    typeJournal Paper
    journal volume131
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2005)131:1(151)
    treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 001
    contenttypeFulltext
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