کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
279039 1430335 2009 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
On new symplectic approach for exact bending solutions of moderately thick rectangular plates with two opposite edges simply supported
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
On new symplectic approach for exact bending solutions of moderately thick rectangular plates with two opposite edges simply supported
چکیده انگلیسی

The symplectic geometry method is introduced for exact bending solutions of moderately thick rectangular plates with two opposite edges simply supported. The basic equations for the plates are first transferred into Hamilton canonical equations. The whole state variables are then separated. Using the method of eigenfunction expansion in the symplectic geometry, typical examples for plates with selected boundary conditions are solved and exact bending solutions obtained. Since only the basic elasticity equations of the plates are used, this method eliminates the need to pre-determine the deformation function and is hence more reasonable than conventional methods. Numerical results were presented to demonstrate the validity and accuracy of this approach as compared to those reported in other literatures.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Solids and Structures - Volume 46, Issues 11–12, 1 June 2009, Pages 2506–2513
نویسندگان
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