TECHNICAL NOTES
Dec 1, 2000

Influence of Reinforcing Bars on Shrinkage Stresses in Concrete Slabs

Publication: Journal of Engineering Mechanics
Volume 126, Issue 12

Abstract

It is well known that cracking in concrete slabs significantly influences their service life. Concrete shrinkage may be the principle reason for the initial crack formation in the slabs. This paper presents an attempt to provide an analytical tool for the prediction of stress distribution in reinforced concrete slabs after undergoing matrix shrinking restrained by the reinforcing bars. The model incorporates the material parameters of the reinforcing bar and the concrete matrix, and it enables prediction of the stress development in concrete with time.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Branson, D. E. ( 1977). Deformation of concrete structures, McGraw-Hill, New York.
2.
Cox, H. L. ( 1952). “The elasticity and strength of paper and other fibrous materials.” Br. J. Appl. Phys., 3, 72–79.
3.
Kumar, S. V., and GangaRao, H. V. S. (1998). “Fatigue response of concrete decks reinforced with FRP rebars.”J. Struct. Engrg., ASCE, 124(1), 11–16.
4.
Matsui, S. ( 1997). “Technology developments for bridge decks—Innovations on durability and construction.” Kyouryou To Kiso, (8), 84–92 (in Japanese).
5.
Mosley, W. H., and Bungey, J. H. ( 1990). Reinforced concrete design, Macmillan Education Ltd.
6.
Perdikaris, P. C., and Beim, S. (1998). “R/C bridge decks under pulsating and moving load.”J. Struct. Engrg., ASCE, 114(3), 591–607.
7.
Perdikaris, P. C., Beim, S. R., and Bousias, S. N. ( 1989). “Slab continuity effect on ultimate and fatigue strength of reinforced concrete bridge deck models.” ACI Struct. J., 86(4), 483–491.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 126Issue 12December 2000
Pages: 1297 - 1300

History

Received: Sep 16, 1999
Published online: Dec 1, 2000
Published in print: Dec 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Fellow, ASCE
Postdoctoral Res. Fellow, ACE-MRL, Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, MI 48109-2125.
Prof. and Dir., ACE-MRL, Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, MI.
Grad. Student, ACE-MRL, Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, MI.

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