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

中图分类号：

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.

引用

页码：1268 / 1271

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