Research Article
Oct 1979
Large Deformation Analysis of Submerged Ring Frames
Publication: Journal of the Engineering Mechanics Division
Volume 105, Issue 5
Abstract
Numerical studies are reported of the response to in-plane radial loading of a series of closed ring frames of constant perimeter. Accurate second-order elastic analyses were made using a discrete element technique that has confirmed the classical buckling pressures for round cylinders under hydraulic loading. Higher buckling modes are readily predicted as well but of more significance is the demonstration of the nature of the post-buckling behavior of perfect and imperfect ring frames under uniform and nonuniform hydraulic loading of the follower type.
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 105 • Issue 5 • October 1979
Pages: 829 - 837
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Oct 1979
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Howard B. Harrison, M.ASCE
Assoc. Prof. in Civ. Engrg., Univ. of Sydney, Sydney, Australia
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.