Research Article
Apr 1972
Nonlinear Stress Analysis of Reinforced Concrete
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 REPLYPublication: Journal of the Structural Division
Volume 98, Issue 4
Abstract
A finite-element analysis of reinforced concrete structures is presented. The solution is based on a two-dimensional analysis. The analysis includes the elastoplastic behavior of steel and concrete and the limiting tension criterion for concrete. The nonlinear problem is solved as piecewise linear one and introduced the effect of nonlinearities in material behavior by means of a stress transfer process. The results of the numerical examples are compared with the available solutions. It is emphasized that such a nonlinear analysis is necessary for a realistic stress distribution in reinforced concrete structures due to the redistribution of stresses resulting from the progressive cracking of concrete.
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 98 • Issue 4 • April 1972
Pages: 885 - 898
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Apr 1972
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Somasundaram Valliappan, M.ASCE
Lect., School of Civ. Engrg., Univ. of New South Wales, Australia
Terry F. Doolan
Formerly Engr., Dept. of Main Roads, New South Wales, 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.