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    Stress and Strain in Curved Noncracked Concrete Members

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author:
    Makoto Kawakami
    ,
    Amin Ghali
    DOI: 10.1061/(ASCE)0733-9445(1994)120:2(527)
    Publisher: American Society of Civil Engineers
    Abstract: A method of analysis of instantaneous and time‐dependent stresses and strains in prestressed noncracked cross sections of curved members is presented. The procedure is an extension of an existing method of analysis that applies to straight members. The analysis is based on the assumptions that plane cross sections remain plane after deformation and that stress‐strain relations for concrete and steel are linear. After prestress transfer, the changes at any fiber in concrete and steel strain are equal. Effects of creep and shrinkage of concrete and relaxation of prestressed steel are accounted for, without the need to precede the analysis by an estimate of prestress loss.
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      Stress and Strain in Curved Noncracked Concrete Members

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31901
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    contributor authorMakoto Kawakami
    contributor authorAmin Ghali
    date accessioned2017-05-08T20:55:24Z
    date available2017-05-08T20:55:24Z
    date copyrightFebruary 1994
    date issued1994
    identifier other%28asce%290733-9445%281994%29120%3A2%28527%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31901
    description abstractA method of analysis of instantaneous and time‐dependent stresses and strains in prestressed noncracked cross sections of curved members is presented. The procedure is an extension of an existing method of analysis that applies to straight members. The analysis is based on the assumptions that plane cross sections remain plane after deformation and that stress‐strain relations for concrete and steel are linear. After prestress transfer, the changes at any fiber in concrete and steel strain are equal. Effects of creep and shrinkage of concrete and relaxation of prestressed steel are accounted for, without the need to precede the analysis by an estimate of prestress loss.
    publisherAmerican Society of Civil Engineers
    titleStress and Strain in Curved Noncracked Concrete Members
    typeJournal Paper
    journal volume120
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1994)120:2(527)
    treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 002
    contenttypeFulltext
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