Buckling analysis of laminated composite plates with arbitrary edge supports

被引:23
|
作者
Ni, QQ [1 ]
Xie, H [1 ]
Iwamoto, M [1 ]
机构
[1] Kyoto Inst Technol, Div Adv Fibrosci, Sakyo Ku, Kyoto 6068585, Japan
关键词
buckling; laminated plates; elastic edge support; higher-order shear deformation; Ritz functions;
D O I
10.1016/j.compstruct.2004.06.012
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A buckling analysis for a rectangular laminated composite plate with arbitrary edge supports subjected to biaxial compression loading was presented. The higher-order shear deformation theory was employed and a special displacement function, which could express an arbitrary edge support, was introduced into the Rayleigh-Ritz method. For the application of this analysis, the laminated composite plates with various edge supports were analyzed, and the buckling loads with these edge supports were obtained accurately. During these edge supports, particularly elastic edge support was simulated by three springs and reasonable results were obtained. Furthermore, the buckling modes were determined. The results show that the present method can be widely used to analyze the buckling behavior of composite plates with arbitrary edge conditions. (c) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:209 / 217
页数:9
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