Research Article
Mar 1977
Buckling of Axially Compressed Cylinders
Publication: Journal of the Structural Division
Volume 103, Issue 3
Abstract
The results of buckling tests on 41 small-scale ring stiffened steel cylinders and one large radius fabricated ring stiffened steel cylinder under axial compression are presented. These results are compared with those of many other investigators on both stiffened and unstiffened cylinders. Elastic buckling coefficients are determined for both small scale and fabricated cylinders. A plasticity factor is determined from test data on cylinders which failed inelastically. Design equations are recommended for fabricated metal cylinders.
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 103 • Issue 3 • March 1977
Pages: 695 - 721
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Mar 1977
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Clarence D. Miller, F.ASCE
Dir. of Struct. Research, Chicago Bridge & Iron Co., Plainfield, 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.
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.