TECHNICAL NOTES
Jun 1, 1998
Corrected Solution of Clamped Ring Plate with Edge Point Load
Authors: S. Boedo and V. C. PrantilAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 124, Issue 6
Abstract
This technical note provides closed-form deflection and stress corrections to the well-known and practical problem of a ring plate clamped along its inner radius and subjected to a point load on its free outer edge. The corrected solution predicts radial stress distributions, which in some cases are significantly different from that reported in the original analysis and subsequently reprinted in contemporary references.
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References
1.
Reissner, H. (1929). “Über die unsymmetrische Biegung dünner Kreisringplatte.”Ing.-Arch., 1, 72–83 (in German).
2.
Timoshenko, S., and Woinowsky-Krieger, S. (1959). Theory of plates and shells, 2nd Ed., McGraw–Hill Inc., New York, N.Y., 290–292.
3.
Young, W. C. (1989). Roark's formulas for stress and strain, 6th Ed., McGraw–Hill Inc., New York, N.Y.
Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 124 • Issue 6 • June 1998
Pages: 696 - 697
Copyright
Copyright © 1998 American Society of Civil Engineers.
History
Published online: Jun 1, 1998
Published in print: Jun 1998
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Authors
Affiliations
S. Boedo
Staff Engr., Borg-Warner Automotive, Ithaca, NY 14850.
V. C. Prantil
Sr. Member of Tech. Staff, Sandia National Lab., Livermore, CA 94551.
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