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    Partially Prestressed Composite Beams under Sustained and Cyclic Loads

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author:
    R. Z. Al‐Zaid
    ,
    A. E. Naanian
    ,
    A. S. Nowak
    DOI: 10.1061/(ASCE)0733-9445(1988)114:2(269)
    Publisher: American Society of Civil Engineers
    Abstract: A general time‐step analysis procedure for prestressed and partially prestressed concrete composite beams is presented. The analytical model considers the effects of creep (time and cyclic dependent), shrinkage of concrete, and relaxation of prestressing steel. The model developed satisfies equilibrium of forces and compatibility of strains with time and leads to the prediction of stresses and strains in the constituent materials at any time
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      Partially Prestressed Composite Beams under Sustained and Cyclic Loads

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/30272
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    • Journal of Structural Engineering

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    contributor authorR. Z. Al‐Zaid
    contributor authorA. E. Naanian
    contributor authorA. S. Nowak
    date accessioned2017-05-08T20:52:51Z
    date available2017-05-08T20:52:51Z
    date copyrightFebruary 1988
    date issued1988
    identifier other%28asce%290733-9445%281988%29114%3A2%28269%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30272
    description abstractA general time‐step analysis procedure for prestressed and partially prestressed concrete composite beams is presented. The analytical model considers the effects of creep (time and cyclic dependent), shrinkage of concrete, and relaxation of prestressing steel. The model developed satisfies equilibrium of forces and compatibility of strains with time and leads to the prediction of stresses and strains in the constituent materials at any time
    publisherAmerican Society of Civil Engineers
    titlePartially Prestressed Composite Beams under Sustained and Cyclic Loads
    typeJournal Paper
    journal volume114
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1988)114:2(269)
    treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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