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    Mechanical Model for Unbonded Seven-Wire Tendon with Single Broken Wire

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 012
    Author:
    Colin MacDougall
    ,
    F. Michael Bartlett
    DOI: 10.1061/(ASCE)0733-9399(2006)132:12(1345)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the derivation and experimental validation of a mechanical model for unbonded seven-wire prestressing tendons with a single broken outer wire. The model has practical significance because corrosion of these tendons typically causes a single outer wire to fail first. The tendency for the tendon to deflect toward the broken wire causes strains in the unbroken wires to be unequal at any cross section. As a result, the strains in the two wires adjacent to the broken wire increase significantly due to the wire break. Equations are presented for: (1) the strains along the lengths of the broken and unbroken wires; (2) the affected length, where the broken wire can be detected because its strain is less than the strains in the unbroken wires; and (3) the prestress force remaining after the break occurs. Experimental data obtained from tests of seven-wire tendons performed on an
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      Mechanical Model for Unbonded Seven-Wire Tendon with Single Broken Wire

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86196
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    • Journal of Engineering Mechanics

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    contributor authorColin MacDougall
    contributor authorF. Michael Bartlett
    date accessioned2017-05-08T22:40:48Z
    date available2017-05-08T22:40:48Z
    date copyrightDecember 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A12%281345%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86196
    description abstractThis paper presents the derivation and experimental validation of a mechanical model for unbonded seven-wire prestressing tendons with a single broken outer wire. The model has practical significance because corrosion of these tendons typically causes a single outer wire to fail first. The tendency for the tendon to deflect toward the broken wire causes strains in the unbroken wires to be unequal at any cross section. As a result, the strains in the two wires adjacent to the broken wire increase significantly due to the wire break. Equations are presented for: (1) the strains along the lengths of the broken and unbroken wires; (2) the affected length, where the broken wire can be detected because its strain is less than the strains in the unbroken wires; and (3) the prestress force remaining after the break occurs. Experimental data obtained from tests of seven-wire tendons performed on an
    publisherAmerican Society of Civil Engineers
    titleMechanical Model for Unbonded Seven-Wire Tendon with Single Broken Wire
    typeJournal Paper
    journal volume132
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:12(1345)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 012
    contenttypeFulltext
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