A DIRECT MATRIX METHOD FOR ELASTIC STABILITY ANALYSIS OF PLATES

被引：9

作者：

YETTRAM, AL

AWADALLA, ES

机构：

[1] Department of Civil Engineering, University of Leeds UK

来源：

INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES | 1968年 / 10卷 / 11期

关键词：

D O I：

10.1016/0020-7403(68)90092-1

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

A direct method is described for the evaluation of the critical loads, and associated modes of buckling, for plates having various forms of end and side constraint. The method is applicable to plates of non-uniform flexural rigidity. The results calculated for two typical examples are given and compared with those obtained by other investigators. © 1968.

引用

页码：887 / &

共 11 条

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YETTRAM, AL ;

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[10]

YETTRAM AL, 1967, INT J MECH SCI, V9, P315

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