کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
8947107 | 1645547 | 2018 | 35 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Unilateral contact buckling behaviour of orthotropic plates subjected to combined in-plane shear and bending
ترجمه فارسی عنوان
رفتار خمشی یک طرفه از صفحات ارتوتروپیک تحت برش و خمش در فضای ترکیبی قرار دارد
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
چکیده انگلیسی
This paper addresses the buckling behaviour of a long thin orthotropic plate on a tensionless rigid foundation under combined in-plane shear and bending, where the sheet can only buckle away from the foundation due to the tensionless foundation support. Two boundary conditions at the longitudinal edges (yâ¯=â¯0 and b) are investigated, i.e. clamped and simply supported. The energy method is used to derive the explicit expression for the lateral buckling mode function. The buckling response is then obtained by solving the governing differential equation after substituting the lateral buckling mode function. Based on the analytical solutions developed in the paper, fitted formulae are given for buckling coefficients and the interaction curve. Finally, a numerical example of a corrugated sheet is given to verify the presented model through comparing the results with finite element (FE) analysis.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Solids and Structures - Volume 150, 1 October 2018, Pages 135-153
Journal: International Journal of Solids and Structures - Volume 150, 1 October 2018, Pages 135-153
نویسندگان
Jianghui Dong, Xing Ma, Yan Zhuge, Julie E. Mills,