VISCOPLASTIC AXISYMMETRICAL BUCKLING OF SPHERICAL SHELL SUBJECTED TO RADIAL PRESSURE IMPULSE.

被引：0
|
作者：
Wojewodski, W.
Lewinski, P.
机构：
来源：
Transactions of the International Conference on Structural Mechanics in Reactor Technology | 1979年 / L卷
关键词：
MATHEMATICAL TECHNIQUES - Nonlinear Equations;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The aim of this paper is, on the basis of equations, to solve the problem of an axisymmetrical buckling of a complete thin spherical shell loaded uniformly by a radial pressure impulse of rectangular shape and to investigate the influence of the tangential displacement on the magnitude of radial displacement, buckling mode and critical impulse.
引用
收藏
相关论文
共 50 条
12345