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    Analysis of Beams Prestressed with Unbonded Internal or External Tendons

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author:
    F. M. Alkhairi
    ,
    A. E. Naaman
    DOI: 10.1061/(ASCE)0733-9445(1993)119:9(2680)
    Publisher: American Society of Civil Engineers
    Abstract: The present study describes a nonlinear analysis model developed for the prediction of the complete moment versus deformation response of concrete beams containing bonded prestressing tendons, unbonded prestressing tendons (metallic or otherwise), and nonprestressed conventional reinforcing bars. The model uses an extensive iterative procedure for calculating the stress in unbonded tendons,
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      Analysis of Beams Prestressed with Unbonded Internal or External Tendons

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31773
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    contributor authorF. M. Alkhairi
    contributor authorA. E. Naaman
    date accessioned2017-05-08T20:55:13Z
    date available2017-05-08T20:55:13Z
    date copyrightSeptember 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A9%282680%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31773
    description abstractThe present study describes a nonlinear analysis model developed for the prediction of the complete moment versus deformation response of concrete beams containing bonded prestressing tendons, unbonded prestressing tendons (metallic or otherwise), and nonprestressed conventional reinforcing bars. The model uses an extensive iterative procedure for calculating the stress in unbonded tendons,
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Beams Prestressed with Unbonded Internal or External Tendons
    typeJournal Paper
    journal volume119
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:9(2680)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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