Research Article
Aug 1975
Theory for Concrete Beams in Torsion and Bending
Publication: Journal of the Structural Division
Volume 101, Issue 8
Abstract
This paper presents a theory for the behavior of prestressed and reinforced concrete beams of rectangular section subjected to combined bending and torsion. The theory will predict the strains in the longitudinal and transverse steel and in the concrete at all levels of loading up to failure. It applies to underreinforced, partially overreinforced, and fully overreinforced beams. Theoretical predictions for torque-stress relations are compared with published test data.
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 101 • Issue 8 • August 1975
Pages: 1645 - 1660
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Aug 1975
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Kevin D. Below
Teaching Fellow, Dept. of Struct. Engrg., Univ. of New South Wales, Kensington, Australia
B. Vijaya Rangan, M.ASCE
Sr. Lect., Dept. of Struct. Engrg., Univ. of New South Wales, Kensington, Australia
A. Stanley Hall
Prof., Dept. of Struct. Engrg., Univ. of New South Wales, Kensington, 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.