Stability of Geometrically Imperfect General-View Shells

被引：0
|
作者：
E. A. Gotsulyak
D. É. Prusov
N. E. Aranchii
机构：
[1] Kiev National University of Building and Architecture,Scientific Research Institute of Structural Mechanics
来源：
International Applied Mechanics | 2000年 / 36卷
关键词：
Branch Point; Numerical Algorithm; Shell Structure; Nonlinear Deformation; Load Curve;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
An efficient numerical algorithm is created on the basis of the method of curvilinear meshes, the method of basis reduction, and the asymptotic Koiter theory. It enables us to study load curves to reveal singular (limit and bifurcation) points and to analyze their behavior at branch points. Such an approach allows analyzing the nonlinear deformation of shell structures of arbitrary form and their sensitivity to imperfections. The technique is illustrated by an example of a conic panel with imperfections in the shape
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页码：1476 / 1481
页数：5
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