Research Article
Aug 1971
Deflection of Circular Plate with Built-In Edges
This article has a reply.
VIEW THE REPLYAuthors: Manuel A. G. Silva and Leon M. KeerAuthor Affiliations
Publication: Journal of the Structural Division
Volume 97, Issue 8
Abstract
The theory of elasticity is used to approximate the boundary conditions for a built-in edge for the problem of the bending of a clamped circular plate. The top and bottom surfaces are held in such a manner as to prevent vertical displacement, but they are smooth with respect to tangential shears. Loading is applied to the plate so as to insure antisymmetrical bending stresses. Results from the elasticity solution are compared with analogous solutions obtained from elementary plate theory and from a plate theory modified to include shear deformations.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Structural Division
Volume 97 • Issue 8 • August 1971
Pages: 2073 - 2084
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Aug 1971
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Manuel A. G. Silva
Asst. Prof. of Engrg. Sciences, The Univ. of Wisconsin-Parkside, Racine, Wis
Leon M. Keer
Prof. of Civ. Engrg., Northwestern Univ., Evanston, Ill.
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.
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.