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Computation of bending disturbances in axisymmetrically loaded spherical shells: a study of the accuracy of Geckeler's approximation

Alphose Zingoni (Department of Civil Engineering, Imperial College, London SW7 2BU, UK)
Milija N. Pavlović (Department of Civil Engineering, Imperial College, London SW7 2BU, UK)

Engineering Computations

ISSN: 0264-4401

Article publication date: 1 February 1990

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Abstract

The accuracy of the bending disturbances in (axisymmetrically loaded) spherical shells is computed by means of the widely used simplified method known as Geckeler's approximation (often employed as a benchmark for numerical models). The study is based on a comparison between Geckeler's approach and a related, but ‘superior’ approximation which, for practical purposes, may be considered to be exact. Conclusions are drawn from the results of a parametric investigation that encompasses various loading types, boundary conditions and shell geometries (i.e. springing angles and slenderness ratios).

Citation

Zingoni, A. and Pavlović, M.N. (1990), "Computation of bending disturbances in axisymmetrically loaded spherical shells: a study of the accuracy of Geckeler's approximation", Engineering Computations, Vol. 7 No. 2, pp. 125-143. https://doi.org/10.1108/eb023800

Publisher

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MCB UP Ltd

Copyright © 1990, MCB UP Limited

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