Three-dimensional stability of a rectangular plate under uniaxial tension

被引：0
|
作者：
Yu. V. Kokhanenko
机构：
[1] National Academy of Sciences of Ukraine,S. P. Timoshenko Institute of Mechanics
来源：
International Applied Mechanics | 2006年 / 42卷
关键词：
three-dimensional linearized theory of stability; critical parameters; free strains; finite-difference method; basic scheme;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The paper studies the three-dimensional stability of an isotropic, linear elastic, rectangular plate under a uniform tensile load applied to its sides. The concept of free strains is used to reduce the three-dimensional problem to a two-dimensional one. It is solved using the three-dimensional linearized theory of stability. An approximate solution of the buckling problem is obtained by the finite-difference method. Numerical results are presented
引用
收藏
页码：825 / 831
页数：6
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