An empirical formula for predicting the collapse strength of composite cylindrical-shell structures under external pressure loads

被引:42
作者
Cho, Yoon Sik [1 ,2 ]
Oh, Do Han [3 ]
Paik, Jeom Kee [2 ,4 ,5 ]
机构
[1] Agcy Def Dev, Daejeon 34186, South Korea
[2] Pusan Natl Univ, Dept Naval Architecture & Ocean Engn, Busan 46241, South Korea
[3] Univ Strathclyde, Dept Naval Architecture Ocean & Marine Engn, Glasgow G11 XQ, Lanark, Scotland
[4] Lloyds Register Fdn Res Ctr Excellence, Int Ctr Adv Safety Studies, Busan 46241, South Korea
[5] UCL, Dept Mech Engn, London WC1E 7JE, England
关键词
Composites; Cylindrical-shell structure; Collapse strength; Filament-wound cylinder; External hydrostatic pressure load; NONLINEAR-ANALYSIS; CYLINDERS; DESIGN;
D O I
10.1016/j.oceaneng.2018.11.028
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
This paper derives an empirical formula for predicting the collapse strength of composite cylindrical-shell structures under external hydrostatic pressure loads as a function of geometric dimensions and layered angles, where the effects of initial manufacturing imperfections are implicitly taken into account. A series of experiments are undertaken on [+/-theta/90] (FW) filament-wound-type composite cylindrical-shell models subjected to collapse pressure loads. A total of 20 composite cylindrical-shell models are tested to derive the empirical formula, which is validated by comparison with experimental data, existing design formulas of ASME 2007 and NASA SP-8700, and solutions of the nonlinear finite element method. It is concluded that the proposed formula accurately predicts the collapse pressure loads of filament-wound composite cylinders and will thus aid the safety design of composite cylindrical shell-structures under external pressure loads.
引用
收藏
页码:191 / 198
页数:8
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