BUCKLING OF SHEAR-DEFORMABLE PLATES.

被引：0
|
作者：
Senthilnathan, N.R. [1 ]
Lee, K.H. [1 ]
Chow, S.T. [1 ]
Lim, S.P. [1 ]
机构：
[1] Natl Univ of Singapore, Singapore, Natl Univ of Singapore, Singapore
来源：
AIAA journal | 1987年 / 25卷 / 09期
关键词：
STRUCTURAL ANALYSIS;
D O I：
暂无
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学科分类号：
摘要：
A simple shear deformation theory of plates is derived by making simplifying assumptions in Reddy's theory. A comparison of the critical buckling loads obtained by the present theory with those obtained using Reddy's and three-dimensional theories, suggests that these assumptions have minimal effect on the accuracy of the results for the problems considered.
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页码：1268 / 1271
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