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    Explicit Postbuckling Analysis of Water‐Loaded Angle‐Section Beams

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 005
    Author:
    Anibal E. Mirasso
    ,
    Luis A. Godoy
    DOI: 10.1061/(ASCE)0733-9399(1991)117:5(1192)
    Publisher: American Society of Civil Engineers
    Abstract: A simple analytical solution for the buckling and postbuckling behavior of elastic thin-walled angle cross section beams under liquid loading is presented. The main assumptions made concern the one-dimensional modeling of the system, and that the primary equilibrium path is approximated by a constant bending state in the longitudinal direction. The results are written in convenient analytical form for both buckling load and postbuckling behavior, and show stable symmetric bifurcation.
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      Explicit Postbuckling Analysis of Water‐Loaded Angle‐Section Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83494
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    contributor authorAnibal E. Mirasso
    contributor authorLuis A. Godoy
    date accessioned2017-05-08T22:36:18Z
    date available2017-05-08T22:36:18Z
    date copyrightMay 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A5%281192%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83494
    description abstractA simple analytical solution for the buckling and postbuckling behavior of elastic thin-walled angle cross section beams under liquid loading is presented. The main assumptions made concern the one-dimensional modeling of the system, and that the primary equilibrium path is approximated by a constant bending state in the longitudinal direction. The results are written in convenient analytical form for both buckling load and postbuckling behavior, and show stable symmetric bifurcation.
    publisherAmerican Society of Civil Engineers
    titleExplicit Postbuckling Analysis of Water‐Loaded Angle‐Section Beams
    typeJournal Paper
    journal volume117
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:5(1192)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 005
    contenttypeFulltext
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