Research Article
May 1974
Plane Stress Reinforced Concrete Finite Elements
Authors: James Colville, M.ASCE, and Jamil AbbasiAuthor Affiliations
Publication: Journal of the Structural Division
Volume 100, Issue 5
Abstract
A rational approach to the modeling of reinforced concrete finite elements for plane stress applications is presented. Both the nonhomogeneity and anisotropy due to the reinforcement and the effect of tension cracks in the concrete are considered. It is assumed that the reinforced concrete is an elastic material and the strain energy of the body exists only for the uncracked portion of the concrete and the steel embedded in the body. Since initially the extent of cracking in the concrete body is not known, an iterative solution scheme is employed. The general formulation of the procedure is outlined and a detailed development for both a constant strain triangular element and an arbitrarily reinforced rectangular element with a linear edge displacement variation is presented. A variation of the initial stress procedure is followed to predict the extent and location of the tension cracks. Several applications are included using the nonconstant strain rectangular element in order to confirm the validity of the method.
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 100 • Issue 5 • May 1974
Pages: 1067 - 1083
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: May 1974
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
James Colville, M.ASCE
Assoc. Prof., Civ. Engrg. Dept., Univ. of Maryland, College Park, Md.
Jamil Abbasi
Struct. Engr., Nolen-Swinburne and Assoc., Architects, Philadelphia, 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.