TECHNICAL NOTES
Jul 1, 1986
Bending of Circular Plate by Edge Moments
Authors: B. J. Stephens, O. L. Vance, and Carol RubinAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 112, Issue 7
Abstract
A comparison of Kirchoff and Reissner theories is presented for a particular case of a circular plate loaded by edge moments. The applied edge moments are taken as constant. Any number of evenly-spaced load intervals can be included. The Reissner theory is shown to be superior to the Kirchoff formulation when predicting twisting moments and shear forces.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Abramowitz, M., and Stegun, I. A., Eds., Handbook of Mathematical Functions, Dover Publications, Inc., New York, N.Y., 1970.
2.
Das, Y. C., and Rao, N. S. V., “Reissner's Plate Equations in Polar Coordinates,” Technical Note in AIAA Journal, Vol. 9, No. 7, July, 1981, pp. 1411–1413.
3.
Smyly, E. D., “Bending of a Flat Circular Plate with a Central Hole Due to Evenly Spaced Bending Moments at the Outside,” thesis presented to the University of Alabama, at Birmingham, in 1974, in partial fulfillment of the requirements for the degree of Master of Science.
4.
Timoshenko, S., and Woinowsky‐Krieger, S., Theory of Plates and Shells, McGraw‐Hill Book Co., Inc., New York, N.Y., 1959.
Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 112 • Issue 7 • July 1986
Pages: 721 - 727
Copyright
Copyright © 1986 ASCE.
History
Published online: Jul 1, 1986
Published in print: Jul 1986
Permissions
Request permissions for this article.
Authors
Affiliations
B. J. Stephens
Asst. Prof. of Mech. Engrg., Univ. of Alabama at Birmingham, Birmingham, AL 35294
O. L. Vance
Assoc. Prof. of Civ. Engrg., Univ. of Alabama at Birmingham, Birmingham, AL 35294
Carol Rubin
Assoc. Prof. of Mech. and Materials Engrg., Vanderbilt Univ., Nashville, TN 37235
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.