Brief Report
May 1976
Lumped Parameter Circular Plate Stability Analysis
Authors: George Johnson and Walter Pilkey, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 102, Issue 5
Abstract
This paper presents a technique for finding the buckling load for a circular plate under very general conditions. The classical circular plate stability problem involves solving a transcendental characteristic equation, including Bessel functions. The in-plane buckling load can be determined analytically for only a few simple plate configurations. A complex plate with varying sectional properties, in-span supports, foundations, or varying in-plane force requires a numerical technique.
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Information
Published In
Journal of the Structural Division
Volume 102 • Issue 5 • May 1976
Pages: 1135 - 1140
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: May 1976
Published online: Feb 1, 2021
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Authors
Affiliations
George Johnson
Research Assoc., Dept. of Engrg. Sci. and Systems, Univ. of Virginia, Charlottesville, Va.
Walter Pilkey, M.ASCE
Assoc. Prof., Dept. of Engrg. Sci. and Systems, Univ. of Virginia, Charlottesville, Va.
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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.