Nonlinear axisymmetric bending and stability of thin spherical shallow shell with variable thickness under uniformly distributed loads |
| |
Authors: | Ye Zhi-ming |
| |
Affiliation: | Department of Mechanics, Lanzhou University, Lanzhou |
| |
Abstract: | In this paper, the nonlinear bending and stability of thin spherical shallow shell with variable thickness under uniformly distributed loads are investigated by a new modified iteration method proposed by Prof. Yeh Kai-yuan and the author[1]. Deflections and critical loads have been calculated and the numerical results obtained have been given in figures and tabular forms. It is shown that the final equation determining the central deflection and the load obtained coincides with the cusp catastrophe manifold. Projects Supported by the Science Fund of the Chinese Academy of Sciences |
| |
Keywords: | dynamic buckling exact solution stability-instability Jacobi elliptic functions |
本文献已被 SpringerLink 等数据库收录! |
| 点击此处可从《应用数学和力学(英文版)》浏览原始摘要信息 |
|
点击此处可从《应用数学和力学(英文版)》下载全文 |