Numerical study of the stability of geometrically imperfect shells of general form

被引：6

作者：

Gotsylyak, EA ^{[1
]}

Prusov, DÉ

机构：

[1] Sci Res Inst Struct Mech, Kiev, Ukraine

[2] Kiev Univ Construct & Architecture, Kiev, Ukraine

来源：

INTERNATIONAL APPLIED MECHANICS | 1999年 / 35卷 / 06期

关键词：

Basis Vector; Nonlinear Deformation; Basis Reduction; Initial Imperfection; Geometric Imperfection;

D O I：

10.1007/BF02682185

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

The method of curvilinear grids and the method of basis reduction are used to devise an efficient numerical algorithm for studying the nonlinear deformation of shells of arbitrary form, The results obtained with the algorithm are proven to be sufficiently reliable, The influence of initial geometric imperfections on the stability of a ribbed folded structure is studied as an example.

引用

页码：610 / 613

页数：4