Research Article
Dec 1970
Analysis of Orthotropic Reinforced Concrete Structures
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYAuthors: Jeremy Isenberg and Samy AdhamAuthor Affiliations
Publication: Journal of the Structural Division
Volume 96, Issue 12
Abstract
A mathematical model is derived for stress-strain properties of reinforced concrete. The model is obtained form stress-strain relations of reinforcing steel and plain concrete, and from considering slip in bond between them. The stress-strain relations for plain concrete are based on experimental data obtained under uniaxial, biaxial and triaxial compressive stress, and biaxial tensile and compressive stress. The model stress-strain relation in each principal stress direction is affected by the other two prinicpal stresses. The form of the stress-strain relation and the manner in which it is affected by the lateral principal stresses is different in tension and compressoin. A bilinear tensile-stress-strain relation is used to represent the elastic-plastic properties of the reinforcing steel. Until cracking occurs, properties of the model depend entirely on the concrete. After cracking, a composite modulus is used which reflects the combined stiffness of steel and concrete and takes into account the extent to which bond between steel and concrete is broken.
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 96 • Issue 12 • December 1970
Pages: 2607 - 2624
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Dec 1970
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Jeremy Isenberg
Sr. Staff Engr., Agbabian-Jacobsen Assoc., Los Angeles, Calif.
Samy Adham
Staff Engr., Agbabian-Jacobsen Assoc., Los Angeles, Calif.
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.