کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6706783 502918 2015 37 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Closed-form solutions for nonlinear bending and free vibration of functionally graded microplates based on the modified couple stress theory
ترجمه فارسی عنوان
راه حل های فرم بست برای خمش غیرخطی و ارتعاش آزاد میکرو پلات های درجه بندی شده عملکردی بر اساس تئوری تنش اصلاح شده
کلمات کلیدی
میکروپسند درجه بندی شده عملکردی تئوری تنش زنانه اصلاح شده، سطح خنثی فیزیکی، روش گالکرین، خم شدن غیر خطی، ارتعاش غیر خطی،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
In this paper, the nonlinear bending and free vibration responses of a simply supported functionally graded (FG) microplate lying on an elastic foundation are studied within the framework of the modified couple stress theory and the Kirchhoff/Mindlin plate theory together with the von Karman's geometric nonlinearity. The equations of motion and boundary conditions for the FG microplate are derived from the Hamilton's principle. Due to introducing the physical neutral surface, there is no stretching-bending coupling in the constitutive equations, and the equations of motion become simpler. By using the Galerkin method, the equations of motion are reduced to nonlinear algebraic equations and ordinary differential equations (ODEs) for the bending and vibration problems respectively. By solving the algebraic equations, closed-form solutions for the nonlinear bending deflection of the microplate are derived. Closed-form solutions for the nonlinear vibration frequency are also obtained by applying He's variational method to the ODEs. Based on the obtained closed-form solutions, numerical examples are further presented to investigate the effects of the material length scale parameter to thickness ratio, the length to thickness ratio, the power law index and the elastic foundation on the nonlinear bending and free vibration responses of the microplate.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Composite Structures - Volume 131, 1 November 2015, Pages 810-820
نویسندگان
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