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    Displacement-Based and Two-Field Mixed Variational Formulations for Composite Beams with Shear Lag

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 002
    Author:
    Fei-Fei Sun
    ,
    Oreste S. Bursi
    DOI: 10.1061/(ASCE)0733-9399(2005)131:2(199)
    Publisher: American Society of Civil Engineers
    Abstract: Displacement-based and two-field mixed beam elements are proposed for the linear analysis of steel–concrete composite beams with shear lag and deformable shear connection. The kinematics of the shear lag relies on a parabolic shear warping function of uniform shape along the slab. These assumptions are verified by comparing a closed-form solution of the composite beam problem with the results provided by the
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      Displacement-Based and Two-Field Mixed Variational Formulations for Composite Beams with Shear Lag

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86051
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    contributor authorFei-Fei Sun
    contributor authorOreste S. Bursi
    date accessioned2017-05-08T22:40:34Z
    date available2017-05-08T22:40:34Z
    date copyrightFebruary 2005
    date issued2005
    identifier other%28asce%290733-9399%282005%29131%3A2%28199%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86051
    description abstractDisplacement-based and two-field mixed beam elements are proposed for the linear analysis of steel–concrete composite beams with shear lag and deformable shear connection. The kinematics of the shear lag relies on a parabolic shear warping function of uniform shape along the slab. These assumptions are verified by comparing a closed-form solution of the composite beam problem with the results provided by the
    publisherAmerican Society of Civil Engineers
    titleDisplacement-Based and Two-Field Mixed Variational Formulations for Composite Beams with Shear Lag
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2005)131:2(199)
    treeJournal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 002
    contenttypeFulltext
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