Research Article
Nov 1978
Prebuckling Analysis of Orthotropic Barrel-Shells
Publication: Journal of the Structural Division
Volume 104, Issue 11
Abstract
Cylindrical shells made of cold formed deep profiles or corrugated steel sheets are analyzed, using the theory of orthotropic shells. The governing equations and solution are modified to correct a deficiency of a previously reported solution, especially for shells supported along their four edges. Improved solutions are obtained by: (1)Accounting for the effect of the transverse shear forces on the condition of equilibrium in the radial direction; and (2)applying a particular solution that satisfies the governing equations. The modified solution is valid for long shells and converges to that of simple arches with the increase of length of the shell. Also, an experimental program is undertaken and the comparison shows good agreement between the theoretical and experimental results.
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Published In
Journal of the Structural Division
Volume 104 • Issue 11 • November 1978
Pages: 1775 - 1786
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Nov 1978
Published online: Feb 1, 2021
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Authors
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Mohamed N. El-Atrouzy
Lect., Struct. Engrg. Dept., Ain Shams Univ., Abbassia, Cairo, Egypt
George Abdel-Sayed, M.ASCE
Prof. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.