Research Article
Apr 1962
Strength of Round Columns
This article has a reply.
VIEW THE REPLYPublication: Journal of the Structural Division
Volume 88, Issue 2
Abstract
Results of experimental investigation on strength of axially and eccentrically loaded solid round columns of 2-3/4 in. diam are presented; tests were performed primarily on stress-relieved T-1 constructional alloy steel bars; comparison with theory based on tangent modulus concept for axially loaded columns, and with inelastic-strength theory for eccentrically loaded columns, shows that ultimate strength of solid round columns may be predicted adequately by theory.
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 88 • Issue 2 • April 1962
Pages: 43 - 59
Copyright
© 1962 American Society of Civil Engineers.
History
Published in print: Apr 1962
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Yuzuru Fujita
Asst. Prof., Univ, of Tokyo, Tokyo, Japan; formerly at Fritz Lab., Lehigh Univ., Bethlehem, Pa.
George C. Driscoll Jr., F.ASCE
Research Assoc. Prof., Fritz Lab., Lehigh Univ., Bethlehem, Pa.
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.