Buckling analysis of sandwich shell structures subjected to hydrostatic load

被引：0

作者：

Chryssostomidis, C. ^{[1
]}

Papadakis, N.A. ^{[1
]}

机构：

[1] Massachusetts Institute of, Technology, Cambridge, MA, United States

来源：

Marine Technology and SNAME News | 1994年 / 31卷 / 02期

关键词：

Buckling - Cylinders (shapes) - Hydrostatic pressure;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

This paper examines the buckling phenomenon of sandwich cylindrical shell structures subjected to hydrostatic pressure. Global bifurcation buckling is considered, and the effect of discrete ring stiffeners on the critical pressure is analyzed. The local buckling problem is discussed, including the influence of the shape and the thickness of the core stiffeners on the critical load. Finally, the paper treats the sensitivity of local and global buckling on the thickness distribution between the inner and outer shells of the sandwich structure.

引用

页码：106 / 115