Research Article
Sep 1982
Buckling of Angles: State of the Art
Publication: Journal of the Structural Division
Volume 108, Issue 9
Abstract
A summary of the theoretical and experimental studies conducted to investigate the buckling of angle columns and beams is presented. The theoretical analyses for flexural, torsional-flexural and plate buckling, and experimental investigations on single and built-up angle sections are expounded. Approximate methods of analysis and interaction diagrams for flexural buckling and equivalent radius of gyration method for torsional-flexural buckling are reviewed. North American and European design practices are compared. Recommendations for further research are given.
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 108 • Issue 9 • September 1982
Pages: 1967 - 1980
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Sep 1982
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
John B. Kennedy, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada
Murty K. S. Madugula
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada
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.