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    Simplified Analysis of Thin-Walled Composite Members

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author:
    A. Ghorbanpoor
    ,
    B. Omidvar
    DOI: 10.1061/(ASCE)0733-9445(1996)122:11(1379)
    Publisher: American Society of Civil Engineers
    Abstract: In thin-walled open sections made of composite material, symmetric with respect to their midplane, the bending and torsion are coupled. In this paper, new equivalent moduli of elasticity and rigidity are introduced for this type of material to allow decoupling of the relative differential equations. Therefore, for analysis of composite thin-walled members, the Vlasov relations with the new equivalent moduli could be used. In other words, the material could be treated as an isotropic and homogeneous one. As a result, the required computation efforts and time could be minimized. The results of two examples, presented in this paper, are in good agreement with the finite-element solution developed in the companion paper.
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      Simplified Analysis of Thin-Walled Composite Members

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    contributor authorA. Ghorbanpoor
    contributor authorB. Omidvar
    date accessioned2017-05-08T20:56:10Z
    date available2017-05-08T20:56:10Z
    date copyrightNovember 1996
    date issued1996
    identifier other%28asce%290733-9445%281996%29122%3A11%281379%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32373
    description abstractIn thin-walled open sections made of composite material, symmetric with respect to their midplane, the bending and torsion are coupled. In this paper, new equivalent moduli of elasticity and rigidity are introduced for this type of material to allow decoupling of the relative differential equations. Therefore, for analysis of composite thin-walled members, the Vlasov relations with the new equivalent moduli could be used. In other words, the material could be treated as an isotropic and homogeneous one. As a result, the required computation efforts and time could be minimized. The results of two examples, presented in this paper, are in good agreement with the finite-element solution developed in the companion paper.
    publisherAmerican Society of Civil Engineers
    titleSimplified Analysis of Thin-Walled Composite Members
    typeJournal Paper
    journal volume122
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1996)122:11(1379)
    treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 011
    contenttypeFulltext
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