Research Article
Nov 1970
Stress Distribution around Shell Openings
Publication: Journal of the Structural Division
Volume 96, Issue 11
Abstract
In this paper a numerical method to determine stress distribution around arbitrarily shaped openings in shells is outlined. For the application of this method, shell governing differential equations must first be written for an arbitrary orthogonal coordinate system. Later, this coordinate system is transformed into another coordiante system using a proper transformation function to treat any arbitrary opening shape. Then a numerical method is used to solve the resulting equations. Using the equations of shallow thin shell theory, the method is applied to a circular cylindrical shell with a circular hole along perimeter of which a unit moment is applied. The variations of stress resultants are given and they are compared with an available solution.
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Information
Published In
Journal of the Structural Division
Volume 96 • Issue 11 • November 1970
Pages: 2337 - 2351
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Nov 1970
Published online: Feb 1, 2021
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A. Ziya Aktas, AM.ASCE
Asst. Prof., Dept. of Comp. Sci., Middle East Tech. Univ., Ankara, Turkey; formerly, Grad. Student, Dept. of Civ. Engrg., Lehigh Univ., Bethlehem, Pa.
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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.