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    Thermomechanical Postbuckling of Stiffened Laminated Cylindrical Shell

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005
    Author:
    Hui-Shen Shen
    DOI: 10.1061/(ASCE)0733-9399(1997)123:5(433)
    Publisher: American Society of Civil Engineers
    Abstract: A postbuckling analysis is presented for a stiffened laminated cylindrical shell of finite length subjected to combined axial compression and uniform temperature loading. The two cases of compressive postbuckling of initially heated shells and of thermal postbuckling of initially compressed shells are considered. The formulations are based on a boundary layer theory of shell buckling, which includes the effects of the nonlinear prebuckling deformation, the nonlinear large deflection in the postbuckling range and the initial geometrical imperfection of the shell. The “smeared-stiffener” approach is adopted for the stiffeners. The analysis uses a singular perturbation technique to determine buckling loads and postbuckling equilibrium paths. Numerical examples cover the performances of perfect and imperfect, stiffened and unstiffened cross-ply laminated cylindrical shells with or without initial thermal or compressive stress. Typical results are presented in dimensionless graphical form, and they indicate that the postbuckling response of initially compressed laminated cylindrical shells under thermal load is different from that of mechanically loaded shells with and without initial thermal stress.
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      Thermomechanical Postbuckling of Stiffened Laminated Cylindrical Shell

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84594
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    contributor authorHui-Shen Shen
    date accessioned2017-05-08T22:38:18Z
    date available2017-05-08T22:38:18Z
    date copyrightMay 1997
    date issued1997
    identifier other%28asce%290733-9399%281997%29123%3A5%28433%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84594
    description abstractA postbuckling analysis is presented for a stiffened laminated cylindrical shell of finite length subjected to combined axial compression and uniform temperature loading. The two cases of compressive postbuckling of initially heated shells and of thermal postbuckling of initially compressed shells are considered. The formulations are based on a boundary layer theory of shell buckling, which includes the effects of the nonlinear prebuckling deformation, the nonlinear large deflection in the postbuckling range and the initial geometrical imperfection of the shell. The “smeared-stiffener” approach is adopted for the stiffeners. The analysis uses a singular perturbation technique to determine buckling loads and postbuckling equilibrium paths. Numerical examples cover the performances of perfect and imperfect, stiffened and unstiffened cross-ply laminated cylindrical shells with or without initial thermal or compressive stress. Typical results are presented in dimensionless graphical form, and they indicate that the postbuckling response of initially compressed laminated cylindrical shells under thermal load is different from that of mechanically loaded shells with and without initial thermal stress.
    publisherAmerican Society of Civil Engineers
    titleThermomechanical Postbuckling of Stiffened Laminated Cylindrical Shell
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1997)123:5(433)
    treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005
    contenttypeFulltext
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