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Journal ArticleDOI

Buckling of Thin Shells Under External Pressure

TLDR
In this article, the buckling value of the external pressure acting on thin cylindrical shells has been derived on the basis of various linear bending theories for certain ranges of shell shapes.
Abstract
Expressions for the buckling value of the external pressure acting on thin cylindrical shells have earlier been derived on the basis of various linear bending theories. For certain ranges of shell ...

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Journal ArticleDOI

Displacement dependent pressure loads in nonlinear finite element analyses

TL;DR: In this article, the conditions when a pressure load is conservative and when it is not are discussed in detail and the load stiffness matrices are derived for a pressure loaded curved surface in space.
Journal ArticleDOI

Influence of Initial Stress on the Vibrations of Simply Supported Circular Cylindrical Shells

TL;DR: In this article, the influence of initial uniform circumferential and axial stress on the frequency of vibrations of simply supported circular cylindrical shells has been investigated on the basis of shell theories.
Journal ArticleDOI

Influence of primary boundary conditions on the buckling of shallow cylindrical shells

TL;DR: In this paper, the effect of boundary conditions on the buckling pressure q cr is investigated, and the effects of imperfections and consequent nonlinear response are significant in this context, and shall form the subject of a future publication.
Journal ArticleDOI

Vibrations of Orthotropic Cylindrical Sandwich Shells under Initial Stress

TL;DR: In this article, a linearized theory of motion of cylindrical sandwich shells, subjected to a general state of initial stress, is established, and the effects of orthotropic core and orthotropic facing sheets of unequal thickness are included.
Journal ArticleDOI

Simplified theory for the behaviour of buried flexible cylinders under the influence of uniform hoop compression

TL;DR: In this paper, the elastic behavior of a long flexible cylinder buried in an infinite elastic medium and acted on by uniform hoop compressions is examined, and a simplified solution is obtained, which can be used to accurately and efficiently determine the cylinder response.
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