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مجله بین المللی مکانیک غیر خطی
جزئیات رویداد
اینستاگرام تی پی بین
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  • non-linear dynamic thermo-mechanical buckling analysis of the imperfect laminated and sandwich cylindrical shells based on a global-local theory inherently suitable for non-linear analyses

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    • تاریخ ارائه: 1392/07/24
    • تاریخ انتشار در تی پی بین: 1392/07/24
    • تعداد بازدید: 824
    • تعداد پرسش و پاسخ ها: 0
    • شماره تماس دبیرخانه رویداد: -
     the available accurate shell theories satisfy the interlaminar transverse stress continuity conditions based on linear strain–displacement relations. furthermore, in majority of these theories, either influence of the transverse normal stress and strain or the transverse flexibility of the shell has been ignored. these effects remarkably influence the non-linear behavior of the shells especially in the postbuckling region. furthermore, majority of the buckling analyses performed so far for the laminated composite and sandwich shells have been restricted to linear, static analysis of the perfect shells. moreover, almost all the available shell theories have employed the love–timoshenko assumption, which may lead to remarkable errors for thick and relatively thick shells. in the present paper, a novel three-dimensional high-order global-local theory that satisfies all the kinematic and the interlaminar stress continuity conditions at the layer interfaces is developed for imperfect cylindrical shells subjected to thermo-mechanical loads.

    in comparison with the layerwise, mixed, and available global-local theories, the present theory has the advantages of: (1) suitability for non-linear analyses, (2) higher accuracy due to satisfying the complete interlaminar kinematic and transverse stress continuity conditions, considering the transverse flexibility, and releasing the love–timoshenko assumption, (3) less required computational time due to using the global-local technique and matrix formulations, and (4) capability of investigating the local phenomena. to enhance the accuracy of the results, compatible hermitian quadrilateral elements are employed. the buckling loads are determined based on a criterion previously published by the author.

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