Three-dimensional stability of a rectangular plate under uniaxial tension

被引：3
|
作者：
Kokhanenko, Yu. V. [1 ]
机构：
[1] Natl Acad Sci Ukraine, SP Timoshenko Inst Mech, Kiev, Ukraine
来源：
INTERNATIONAL APPLIED MECHANICS | 2006年 / 42卷 / 07期
关键词：
three-dimensional linearized theory of stability; critical parameters; free strains; finite-difference method; basic scheme;
D O I：
10.1007/s10778-006-0151-7
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
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：7
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