Research Article
Feb 1977

Load-Deflection Behavior of Restrained R/C Slabs

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of the Structural Division
Volume 103, Issue 2

Abstract

A method is presented for the determination of the complete load-deflection behavior of reinforced concrete two-way slabs restrained at the boundaries and subjected to uniformly distributed loading. The analysis is carried out in two stages. In the first stage the load-deflection behavior up to Johansen's load is established. In the second stage, taking into account the effect of membrane action, the load-deflection relationship is determined for loads beyond Johansen's load. The computed ultimate loads and the corresponding deflections were compared with the experimental results of 67 slabs available in the literature and a satisfactory agreement noted.

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 103Issue 2February 1977
Pages: 405 - 419

History

Published in print: Feb 1977
Published online: Feb 1, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Prakash Desayi
Assoc. Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore, India
Ashok B. Kulkarni
Asst. Prof., Walchand Coll. of Engrg., Sangli, India

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share