Research Article
Apr 1969
Finite-Element Analysis of Skewed Shallow Shells
Publication: Journal of the Structural Division
Volume 95, Issue 4
Abstract
The support conditions used for roof shells are frequently markedly different from those necessary for analytical solution methods. Numerical methods provide the versatility to cope with the many possibilities that can occur, such as eccentric edge members and isolated supports. The finite-element method employing a curved parallelogram-shaped shallow shell element is presented. A displacement shape is used which provides slope continuity between elements. Due to tie inclusion of a complete rigid body motion, a small interelement discontinuity in the in-plane displacements is present. Accuracy of the solution obtained using the element is demonstrated by comparison with a series solution for the same problem. A skewed hyperbolic parabolid supported on buttresses is also solved.
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Information
Published In
Journal of the Structural Division
Volume 95 • Issue 4 • April 1969
Pages: 715 - 744
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Apr 1969
Published online: Feb 1, 2021
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Authors
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David A. Pecknold, AM.ASCE
Mech. Engr., Shell Development Co., Houston, Tex.
William C. Schnobrich, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Ill. Urbana, Ill.
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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.