Buckling characteristics of a circular toroidal shell with stiffened ribs

被引:36
作者
Du, Qinghai [1 ]
Cui, Weicheng [1 ]
Zhang, Bowen [2 ]
机构
[1] Shanghai Ocean Univ, Hadal Sci & Technol Res Ctr, Shanghai Engn Res Ctr Hadal Sci & Technol, Shanghai 201306, Peoples R China
[2] China Ship Sci Res Ctr, Wuxi 214082, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Toroidal shell; Steel model; Experiment; Nonlinear FEM; Failure mode; CONCEPTUAL DESIGN; STABILITY; COLLAPSE;
D O I
10.1016/j.oceaneng.2015.08.005
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The ring-stiffened toroidal shell is entirely different from the traditional ring-stiffened cylindrical and spherical shells. It has special structurally beneficial characteristics for underwater engineering. A whole welding steel toroidal model with the ring-stiffened ribs has been manufactured, tested until collapse in pressure chamber and analyzed by nonlinear finite element analyses (FEAs). Then the essential cause and collapse mode of this tested ring-stiffened toroidal model have been studied comprehensively by nonlinear FE method. The experimental and numerical results both reveal that the initial geometric imperfection would mainly determine the model's final failure mode, critical pressure and collapse deformation. Further parametric study is made to study the budding property of ring-stiffened toroidal shell, including failure mode and critical pressure loading by varying the structural parameters. This investigation will lay a good foundation for deriving a theoretical solution for the budding of ring-stiffened toroidal shell in the near future. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:325 / 335
页数:11
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