An assessment of local radial loads on cylinders based on the Sanders linear shell equations

Author:

Timmins W1,Little W1,Findlay G E1

Affiliation:

1. Department of Mechanical and Production Engineering, Paisley College of Technology

Abstract

In a recent paper, two of the present authors showed that the maximum stresses measured in a cylindrical shell subjected to a radially applied local load were higher than BS 5500, Appendix G could predict.In order to investigate this apparent discrepancy, an analysis of a cylindrical shell under non-axisymmetric radial loading was carried out using Sanders linear shell equations, which are generally acknowledged as being the most exact available.It is shown, however, that the results from this analysis do not provide better agreement with experiment than those earlier analyses on which design codes are now currently based.

Publisher

SAGE Publications

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Modelling and Simulation

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Stresses from radial loads and external moments in spherical pressure vessels;Proceedings of the Institution of Mechanical Engineers, Part E: Journal of Process Mechanical Engineering;2001-05-01

2. The radial loading of cylindrical vessels—influence of attachment rigidity;International Journal of Pressure Vessels and Piping;1996-06

3. Ram bending of a cylindrical pipe in the elastic range;International Journal of Pressure Vessels and Piping;1989-01

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