Free vibration of advanced composite plates using a new higher order shear deformation theory

被引:17
|
作者
Li, Mengzhen [1 ,2 ,3 ]
Yan, Renjun [1 ,2 ]
Soares, C. Guedes [3 ]
机构
[1] Wuhan Univ Technol, Minist Educ, Key Lab High Performance Ship Technol, Wuhan 430063, Peoples R China
[2] Wuhan Univ Technol, Sch Transportat, Wuhan 430063, Peoples R China
[3] Univ Lisbon, Ctr Marine Technol & Ocean Engn CENTEC, Inst Super Tecn, Ave Rovisco Pais, P-1049001 Lisbon, Portugal
关键词
Functionally graded material; Analytical modeling; Natural frequency; New plate theory; FUNCTIONALLY GRADED PLATES; CURVED SHALLOW SHELLS; NONLINEAR DYNAMIC-RESPONSE; CROSS-PLY PLATES; 3-DIMENSIONAL EXACT SOLUTION; THICK RECTANGULAR-PLATES; DOUBLE FOURIER-SERIES; SANDWICH PLATES; MODERATELY THICK; BOUNDARY CONSTRAINTS;
D O I
10.1016/j.euromechsol.2021.104236
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A new shear deformation theory is introduced to conduct free vibration analysis of the functionally graded plates with simply supported boundary conditions. The shear functions presented in this study vary with gradient index and satisfy the stress-free boundary conditions on the top and bottom surfaces of functionally graded plates without using any shear correction factor. The displacement field is expressed as undetermined integral terms. The governing differential equation and boundary conditions are derived based on Hamilton's principle. The material properties of the functionally graded plates discussed in this paper are assumed to vary through the thickness according to the power-law distribution and the Mori-Tanaka scheme. The amplitude-frequency relationships of the FGM plates are presented and compared with the exsiting results and the obtained numerical results are compared with other 2D and quasi-3D solutions to verify the accuracy and efficiency of the present theory.
引用
收藏
页数:13
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