کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
252658 502969 2011 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Free vibration analysis of size-dependent functionally graded microbeams based on the strain gradient Timoshenko beam theory
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
Free vibration analysis of size-dependent functionally graded microbeams based on the strain gradient Timoshenko beam theory
چکیده انگلیسی

Investigated herein is the free vibration characteristics of microbeams made of functionally graded materials (FGMs) based on the strain gradient Timoshenko beam theory. The material properties of the functionally graded beams are assumed to be graded in the thickness direction according to the Mori–Tanaka scheme. Using Hamilton’s principle, the equations of motion together with corresponding boundary conditions are obtained for the free vibration analysis of FGM microbeams including size effect. A detailed parametric study is performed to indicate the influences of beam thickness, dimensionless length scale parameter, and slenderness ratio on the natural frequencies of FGM microbeams. Moreover, a comparison between the various beam models on the basis of the classical theory (CT), modified couple stress theory (MCST), and strain gradient theory (SGT) is presented for different values of material property gradient index. It is observed that the value of gradient index play an important role in the vibrational response of the microbeams of lower slenderness ratios. It is further observed that by increasing the length-to-thickness ratio of the microbeam, the value of dimensionless natural frequency tends to decrease for all amounts of the gradient index.


► Based on the strain gradient theory, a size-dependent FGM Timoshenko microbeam model is developed.
► The effects of the length scale parameter, gradient index and slenderness ratio on the vibrational behavior of FGM microbeams are explored.
► Various beam theories including the classical, modified couple stress, strain gradient theories are compared.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Composite Structures - Volume 94, Issue 1, December 2011, Pages 221–228
نویسندگان
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