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    Analytical Approach to Failure Surfaces in Reinforced Concrete Sections Subjected to Axial Loads and Biaxial Bending

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author:
    J. L. Bonet
    ,
    P. F. Miguel
    ,
    M. A. Fernandez
    ,
    M. L. Romero
    DOI: 10.1061/(ASCE)0733-9445(2004)130:12(2006)
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes an analytical approach to calculating failure surfaces in rectangular reinforced concrete cross sections with symmetrical reinforcement when submitted to axial loads and biaxial bending. The analytical method is valid for concrete with a strength of between 25 and
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      Analytical Approach to Failure Surfaces in Reinforced Concrete Sections Subjected to Axial Loads and Biaxial Bending

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/34221
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    • Journal of Structural Engineering

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    contributor authorJ. L. Bonet
    contributor authorP. F. Miguel
    contributor authorM. A. Fernandez
    contributor authorM. L. Romero
    date accessioned2017-05-08T20:58:55Z
    date available2017-05-08T20:58:55Z
    date copyrightDecember 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A12%282006%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34221
    description abstractThis paper proposes an analytical approach to calculating failure surfaces in rectangular reinforced concrete cross sections with symmetrical reinforcement when submitted to axial loads and biaxial bending. The analytical method is valid for concrete with a strength of between 25 and
    publisherAmerican Society of Civil Engineers
    titleAnalytical Approach to Failure Surfaces in Reinforced Concrete Sections Subjected to Axial Loads and Biaxial Bending
    typeJournal Paper
    journal volume130
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:12(2006)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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