کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
310005 513645 2008 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Strength criteria in semi-analytical, large deflection analysis of stiffened plates in local and global bending
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
Strength criteria in semi-analytical, large deflection analysis of stiffened plates in local and global bending
چکیده انگلیسی

Various strength criteria that may be used in semi-analytical methods for ultimate strength prediction of arbitrarily stiffened plates are studied. The main objective is to evaluate the applicability of the criteria in ultimate strength predictions of in-plane loaded plates, both in local and global bending. The equilibrium path is traced using large deflection theory and the Rayleigh–Ritz approach on an incremental form. The approach is able to account for the reserve strength of slender plates in the postbuckling region. Results are compared with fully nonlinear finite element analyses for a variety of plate dimensions and stiffeners with regular and irregular arrangements. Good agreement is obtained with a combination of a plate and a stiffener criterion. With the considered criteria included, the method is computationally very efficient and gives rather high numerical accuracy.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 46, Issue 12, December 2008, Pages 1382–1390
نویسندگان
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