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    Local Buckling of Fiber Reinforced Plastic Composite Structural Members with Open and Closed Cross Sections

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author:
    László P. Kollár
    DOI: 10.1061/(ASCE)0733-9445(2003)129:11(1503)
    Publisher: American Society of Civil Engineers
    Abstract: The local buckling analysis of fiber reinforced plastic (FRP) composite open and closed thin-walled section beams and columns is presented. Explicit expressions are developed for axially loaded and for bent box-, I-, C-, Z-, and L-members. These simple, explicit formulas contain the width and the bending stiffnesses
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      Local Buckling of Fiber Reinforced Plastic Composite Structural Members with Open and Closed Cross Sections

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    https://yetl.yabesh.ir/yetl1/handle/yetl/33960
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    • Journal of Structural Engineering

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    contributor authorLászló P. Kollár
    date accessioned2017-05-08T20:58:32Z
    date available2017-05-08T20:58:32Z
    date copyrightNovember 2003
    date issued2003
    identifier other%28asce%290733-9445%282003%29129%3A11%281503%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33960
    description abstractThe local buckling analysis of fiber reinforced plastic (FRP) composite open and closed thin-walled section beams and columns is presented. Explicit expressions are developed for axially loaded and for bent box-, I-, C-, Z-, and L-members. These simple, explicit formulas contain the width and the bending stiffnesses
    publisherAmerican Society of Civil Engineers
    titleLocal Buckling of Fiber Reinforced Plastic Composite Structural Members with Open and Closed Cross Sections
    typeJournal Paper
    journal volume129
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2003)129:11(1503)
    treeJournal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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