Research Article
Jun 1967
Bending of Sandwich Plates with Large Deflections
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 93, Issue 3
Abstract
A complete solution for a rectangular sandwich plate with isotropic core is presented which uses large deflection theory. The plate is simply supported on all edges and subjected to uniform normal pressure. The governing differential equations for finite deflections of a sandwich plate with isotropic core have already been derived by E. Reissner. The solution of the equations presented herein is in terms of trigonometric series. The first six terms of the series are considered, thus yielding a system of six cubic equations. The equations are solved by digital computer and the results are presented in the form of charts.
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 Engineering Mechanics Division
Volume 93 • Issue 3 • June 1967
Pages: 83 - 94
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Jun 1967
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
A. Mohsen Alwan
Assoc. Prof. of Engrg., U. S. Naval Academy, Annapolis, Md.
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.