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    Transformed‐Section Model for Composite Beams Based on Axial Stiffness

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010
    Author:
    Aslam Kassimali
    ,
    James N. Craddock
    ,
    Gary A. Wigell
    ,
    Reza Abbasnia
    DOI: 10.1061/(ASCE)0733-9445(1986)112:10(2350)
    Publisher: American Society of Civil Engineers
    Abstract: A method of analysis to determine axial and bending stress distributions in open‐section beams composed of fiber‐composite layers is presented. The method is based on the transformed‐section concept, and the effects of Poisson's ratios and in‐plane shear are taken into account. Numerical results are presented for an I‐shaped cross section with various fiber orientations, and are compared to those obtained from lamination theory (Tsai & Hahn 1980), and the conventional transformedsection method (Heger, Chambers & Dietz, 1982) which neglects the effects of Poisson's ratios and shear coupling.
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      Transformed‐Section Model for Composite Beams Based on Axial Stiffness

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    https://yetl.yabesh.ir/yetl1/handle/yetl/29680
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    contributor authorAslam Kassimali
    contributor authorJames N. Craddock
    contributor authorGary A. Wigell
    contributor authorReza Abbasnia
    date accessioned2017-05-08T20:51:49Z
    date available2017-05-08T20:51:49Z
    date copyrightOctober 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A10%282350%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29680
    description abstractA method of analysis to determine axial and bending stress distributions in open‐section beams composed of fiber‐composite layers is presented. The method is based on the transformed‐section concept, and the effects of Poisson's ratios and in‐plane shear are taken into account. Numerical results are presented for an I‐shaped cross section with various fiber orientations, and are compared to those obtained from lamination theory (Tsai & Hahn 1980), and the conventional transformedsection method (Heger, Chambers & Dietz, 1982) which neglects the effects of Poisson's ratios and shear coupling.
    publisherAmerican Society of Civil Engineers
    titleTransformed‐Section Model for Composite Beams Based on Axial Stiffness
    typeJournal Paper
    journal volume112
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:10(2350)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010
    contenttypeFulltext
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