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Journal ArticleDOI

Buckling and postbuckling behaviour of cylindrical shells under combined external pressure and axial compression

Hui-Shen Shen, +1 more
- 01 Jan 1991 - 
- Vol. 12, Iss: 4, pp 321-334
TLDR
In this article, a theoretical analysis for the buckling and postbuckling of circular cylindrical shells under combined loading is presented using a singular perturbation technique, and the analytical results obtained are compared with some experimental data in detail, and it is shown that both agree well.
Abstract
Buckling and postbuckling behaviour of perfect and imperfect cylindrical shells of finite length subject to combined loading of external pressure and axial compression are considered. Based on the boundary layer theory which includes the edge effect in the buckling of shells, a theoretical analysis for the buckling and postbuckling of circular cylindrical shells under combined loading is presented using a singular perturbation technique. Some interaction curves for perfect and imperfect cylindrical shells are given. The analytical results obtained are compared with some experimental data in detail, and it is shown that both agree well. The effects of initial imperfection on the interactive buckling load and postbuckling behaviour of cylindrical shells have also been discussed.

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Citations
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Journal ArticleDOI

Buckling of Thin Shells: Recent Advances and Trends

TL;DR: A review of recent research advances and trends in the area of thin shell buckling can be found in this paper, where the authors provide a personal view point on the buckling behavior of shells.
Journal ArticleDOI

Postbuckling analysis of pressure-loaded functionally graded cylindrical shells in thermal environments

TL;DR: In this article, a postbuckling analysis for a functionally graded cylindrical thin shell of finite length subjected to external pressure and in thermal environments is presented, where material properties are assumed to be temperature-dependent and graded in the thickness direction according to a simple power law distribution in terms of the volume fractions of the constituents.
Journal ArticleDOI

Postbuckling analysis of axially-loaded functionally graded cylindrical shells in thermal environments

TL;DR: In this paper, a postbuckling analysis for a functionally graded cylindrical thin shell of finite length subjected to compressive axial loads and in thermal environments is presented, where material properties are assumed to be temperature-dependent, and graded in the thickness direction according to a simple power law distribution in terms of the volume fractions of the constituents.
Journal ArticleDOI

Postbuckling of nanotube-reinforced composite cylindrical shells under combined axial and radial mechanical loads in thermal environment

TL;DR: In this paper, a postbuckling analysis for carbon nanotube-reinforced composite (CNTRC) shells is presented for a nanocomposite cylindrical shells reinforced by single-walled carbon nanotsubes (SWCNTs).
Journal ArticleDOI

Mechanical stability of functionally graded stiffened cylindrical shells

TL;DR: In this paper, the elastic buckling of stiffened cylindrical shells by rings and stringers made of functionally graded materials subjected to axial compression loading was studied and the results showed that the inhomogeneity parameter and geometry of shell significantly affect the critical buckling loads.
References
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A simplified method of elastic-stability analysis for thin cylindrical shells I : Donnell's equation

S B Batdorf
TL;DR: In this article, the authors presented a unified viewpoint for the buckling of cylinders with simply supported edges on the basis of a unified view. But the results in each case may be expressed in terms of two non-dimensional parameters, one dependent on the critical stress and the other essentially determined by the geometry of the cylinder.

A simplified method of elastic-stability analysis for thin cylindrical shells

S B Batdorf
TL;DR: In this paper, a modified form of the Donnell's equation for the equilibrium of thin cylindrical shells is derived which is equivalent to the original equilibrium but has certain advantages in physical interpretation and in ease of solution.
Journal ArticleDOI

Elastic stability of thin-walled cylindrical and conical shells under combined internal pressure and axial compression

TL;DR: In this paper, Young's modulus of shell wall material has been used to measure the flexural stiffness of shell walls, and the number of circumferential waves in a cone buckled under external pressure.
BookDOI

Buckling of Shells

Ekkehard Ramm
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