Static and free vibration analysis of functionally graded plates based on a new quasi-3D and 2D shear deformation theories

被引:138
作者
Akavci, S. S. [1 ]
Tanrikulu, A. H. [2 ]
机构
[1] Cukurova Univ, Dept Architecture, TR-01330 Adana, Turkey
[2] Cukurova Univ, Dept Civil Engn, TR-01330 Adana, Turkey
关键词
Layered structures; Mechanical properties; Analytical modeling; Numerical analysis; HIGHER-ORDER SHEAR; 3-DIMENSIONAL ELASTICITY SOLUTION; RECTANGULAR-PLATES; BENDING ANALYSIS; DYNAMIC-ANALYSIS; STRESS;
D O I
10.1016/j.compositesb.2015.08.043
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study, two dimensional (2D) and quasi three-dimensional (quasi-3D) shear deformation theories are presented for static and free vibration analysis of single-layer functionally graded (FG) plates using a new hyperbolic shape function. The material of the plate is inhomogeneous and the material properties assumed to vary continuously in the thickness direction by three different distributions; power-law, exponential and Mori-Tanaka model, in terms of the volume fractions of the constituents. The fundamental governing equations which take into account the effects of both transverse shear and normal stresses are derived through the Hamilton's principle. The closed form solutions are obtained by using Navier technique and then fundamental frequencies are found by solving the results of eigenvalue problems. In-plane stress components have been obtained by the constitutive equations of composite plates. The transverse stress components have been obtained by integrating the three-dimensional stress equilibrium equations in the thickness direction of the plate. The accuracy of the present method is demonstrated by comparisons with the different 2D, 3D and quasi-3D solutions available in the literature. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:203 / 215
页数:13
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