A new sinusoidal shear deformation theory for bending, buckling, and vibration of functionally graded plates

被引:246
作者
Huu-Tai Thai [1 ]
Vo, Thuc P. [2 ,3 ]
机构
[1] Hanyang Univ, Dept Civil & Environm Engn, Seoul 133791, South Korea
[2] Glyndwr Univ, Sch Mech Aeronaut & Elect Engn, Wrexham LL11 2AW, Wales
[3] Glyndwr Univ, Adv Composite Training & Dev Ctr, Unit 5, Deeside CH5 3US, Flint, Wales
关键词
Bending; Buckling; Vibration; Functionally graded plate; Plate theory; HIGHER-ORDER SHEAR; COMPREHENSIVE ANALYSIS; RECTANGULAR-PLATES; SANDWICH PLATES; STABILITY; SUBJECT;
D O I
10.1016/j.apm.2012.08.008
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A new sinusoidal shear deformation theory is developed for bending, buckling, and vibration of functionally graded plates. The theory accounts for sinusoidal distribution of transverse shear stress, and satisfies the free transverse shear stress conditions on the top and bottom surfaces of the plate without using shear correction factor. Unlike the conventional sinusoidal shear deformation theory, the proposed sinusoidal shear deformation theory contains only four unknowns and has strong similarities with classical plate theory in many aspects such as equations of motion, boundary conditions, and stress resultant expressions. The material properties of plate are assumed to vary according to power law distribution of the volume fraction of the constituents. Equations of motion are derived from the Hamilton's principle. The closed-form solutions of simply supported plates are obtained and the results are compared with those of first-order shear deformation theory and higher-order shear deformation theory. It can be concluded that the proposed theory is accurate and efficient in predicting the bending, buckling, and vibration responses of functionally graded plates. (C) 2012 Elsevier Inc. All rights reserved.
引用
收藏
页码:3269 / 3281
页数:13
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