Stability of cylindrical shells with high ribs

被引：3

作者：

Skosarenko, YV ^{[1
]}

机构：

[1] Natl Acad Sci Ukraine, SP Timoshenko Inst Mech, Kiev, Ukraine

来源：

INTERNATIONAL APPLIED MECHANICS | 2003年 / 39卷 / 02期

关键词：

stability; cylindrical shell; rib-reinforced plate; buckling;

D O I：

10.1023/A:1023965616338

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

The paper presents a technique for stability analysis of cylindrical shells reinforced with longitudinal elements in the form of a plate or a flanged plate. The effect of the widths of the plate and flange on the critical stress and buckling modes is analyzed.

引用

页码：203 / 210

页数：8

共 6 条

[1] Amiro I. Ya., 1983, PRIKL MEKH, V19, P3
[2] AMIRO IY, 1987, STABILITY RIBBED SHE
[3] The stability and load-carrying capacity of incomplete shells
Gavrilenko, GD
[J]. INTERNATIONAL APPLIED MECHANICS, 2000, 36 (07) : 866 - 887
[4] LIPOVSKII DE, 1982, PRIKL MEKH, V18, P28
[5] Features of the buckling of ribbed shells
Zarutskii, VA
[J]. INTERNATIONAL APPLIED MECHANICS, 2000, 36 (05) : 559 - 585
[6] Integrated stability-and-vibration study of structurally inhomogeneous shells
Zarutskii, VA
[J]. INTERNATIONAL APPLIED MECHANICS, 2001, 37 (08) : 998 - 1022

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