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    Flexural Behavior of Member with Unbonded Tendons. II: Applications

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author:
    Jeong-Ho Moon
    ,
    Ned H. Burns
    DOI: 10.1061/(ASCE)0733-9445(1997)123:8(1095)
    Publisher: American Society of Civil Engineers
    Abstract: In a companion paper, the program time-dependent analysis for prestressed concrete structures (TAPS) was developed for the analysis of prestressed concrete members with unbonded tendons. In this paper the inelastic behavior of unbonded members under various loads is studied. With the program, experimental data in the literature were investigated to examine the load-deflection response and the tendon stress at flexural failure. A total of 30 tests on simply supported and continuous members with unbonded tendons were analyzed with the program. The load-deflection responses were compared favorably with experimental data. The stress changes in unbonded tendon were compared with the stresses computed by the American Concrete Institute (ACI) code, Naaman and Alkahairi's equation, and TAPS. The analytical study showed that the tendon stress at flexural failure was affected significantly by the bonded reinforcement, the length of plastic hinging zone.
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      Flexural Behavior of Member with Unbonded Tendons. II: Applications

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32803
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    contributor authorJeong-Ho Moon
    contributor authorNed H. Burns
    date accessioned2017-05-08T20:56:50Z
    date available2017-05-08T20:56:50Z
    date copyrightAugust 1997
    date issued1997
    identifier other%28asce%290733-9445%281997%29123%3A8%281095%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32803
    description abstractIn a companion paper, the program time-dependent analysis for prestressed concrete structures (TAPS) was developed for the analysis of prestressed concrete members with unbonded tendons. In this paper the inelastic behavior of unbonded members under various loads is studied. With the program, experimental data in the literature were investigated to examine the load-deflection response and the tendon stress at flexural failure. A total of 30 tests on simply supported and continuous members with unbonded tendons were analyzed with the program. The load-deflection responses were compared favorably with experimental data. The stress changes in unbonded tendon were compared with the stresses computed by the American Concrete Institute (ACI) code, Naaman and Alkahairi's equation, and TAPS. The analytical study showed that the tendon stress at flexural failure was affected significantly by the bonded reinforcement, the length of plastic hinging zone.
    publisherAmerican Society of Civil Engineers
    titleFlexural Behavior of Member with Unbonded Tendons. II: Applications
    typeJournal Paper
    journal volume123
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1997)123:8(1095)
    treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008
    contenttypeFulltext
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