TECHNICAL PAPERS
Aug 28, 2009

CFRP Repair of RC Beams with Shear-Span and Full-Span Corrosions

Publication: Journal of Composites for Construction
Volume 14, Issue 3

Abstract

This paper presents experimental and analytical results of a study conducted to investigate the use of carbon fiber-reinforced polymer (CFRP) laminates to rehabilitate shear-span and full-span corrosion-damaged RC beams. Fifteen RC beams were fabricated and were divided into three groups: control, shear-span, and full-span corrosions. The control beam was kept uncorroded and unstrengthened while the remaining 14 beams were corroded. One-half of the corroded beams were repaired with CFRP laminates, while the other one-half was tested without repair. Corrosion was induced in the tension steel reinforcement at a theoretical mass loss of 5, 10, and 15% using an accelerated technique. Test results showed that shear-span corrosion had a negligible influence on the flexural capacity, while full-span corrosion caused significant reductions up to 23% and 12% in the yield and ultimate capacity, respectively. The ductility of all corroded beams increased in comparison to the uncorroded unstrengthened beam (control). Repairing the corroded RC beams with CFRP laminates increased the flexural yield load and ultimate capacity by 19 and 50%, respectively, compared to the control beam. An analytical model based on section analysis, including the effect of steel reinforcement corrosion, was developed and compares well with the experimental results.

Get full access to this article

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

Acknowledgments

The writers gratefully acknowledge the structural technicians at University of Waterloo for their support. Dr. Adil Al-Mayah is greatly thanked for his constructive comments. Donation of CFRP material by Sika Canada and concrete by Hogg Fuel Ready mix are appreciated.

References

American Concrete Institute (ACI). (2001). “Protection of metals in concrete against corrosion.” ACI 222R-01, Detroit.
American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08, Detroit.
ASTM. (1990). “Standard practice for preparing, cleaning, and evaluating corrosion test specimens.” G1-90, West Conshohoken, Pa.
Badawi, M., and Soudki, K. (2005). “Control of corrosion-induced damage in reinforced concrete beams using carbon fiber-reinforced polymer laminates.” J. Compos. Constr., 9(2), 195–201.
Bonacci, J. F., and Maalej, M. (2000). “Externally bonded fibre-reinforced polymer for rehabilitation of corrosion damaged concrete beams.” ACI Struct. J., 97(5), 703–711.
Craig, B., and Soudki, K. A. (2005). “Post-repair performance of corroded bond critical RC beams repaired with CFRP.” ACI Special Publication, Vol. 230, 563–578.
Debaiky, A. S., Green, M. F., and Hope, B. B. (2002). “Carbon fiber-reinforced polymer wraps for corrosion control and rehabilitation of reinforced concrete columns.” ACI Mater. J., 99(2), 129–137.
El Maaddawy, T., and Soudki, K. (2003). “Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete.” J. Mater. Civ. Eng., 15(1), 41–47.
El Maaddawy, T., and Soudki, K. (2005). “Carbon-fiber-reinforced polymer repair to extend service life of corroded reinforced concrete beams.” J. Compos. Constr., 9(2), 187–194.
Jones, D. A. (1996). Principles and preventing of corrosion, 2nd Ed., Prentice-Hall, Upper Saddle River, N.J.
Lee, H. S., Tomosawa, F., Masuda, Y., and Kage, T. (1997). “Effect of CFRP sheets on flexural strengthening of RC beams damaged by corrosion of tension rebars.” Proc., Third Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Structures, Vol. 1, 435–442.
Masoud, S., Soudki, K., and Topper, T. (2001). “CFRP-strengthened and corroded RC beams under monotonic and fatigue loads.” J. Compos. Constr., 5(4), 228–236.
Nossoni, G., and Harichandran, R. (2009). “Improved repair of concrete structures using polymer concrete patch and FRP overlay.” J. Mater. Civ. Eng., 22(4), 314–322.
Pantazopoulou, S. J., Bonnacci, J. F., Sheikh, S., Thomas, M. D., and Hearn, N. (2001). “Repair of corrosion-damaged columns with FRP wraps.” J. Compos. Constr., 5(1), 3–11.
Soudki, K. A., Rteil, A., Al-Hammoud, R., and Topper, T. H. (2007). “Fatigue strength of FRP repaired corroded beams.” Can. J. Civ. Eng., 34(3), 414–421.
Soudki, K. A., and Sherwood, T. G. (2000). “Behaviour of reinforced concrete beams strengthened with carbon fibre reinforced polymer laminates subjected to corrosion damage.” Can. J. Civ. Eng., 27(5), 1005–1010.
Wang, C., Shih, C., Hong, S., and Hwang, W. (2004). “Rehabilitation of cracked and corroded reinforced concrete beams with fiber-reinforced plastic patches.” J. Compos. Constr., 8(3), 219–228.
Wootton, I. A., Spainhour, L. K., and Yazdani, P. E. (2003). “Corrosion of steel reinforcement in carbon fiber-reinforced polymer wrapped concrete cylinders.” J. Compos. Constr., 7(4), 339–347.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 14Issue 3June 2010
Pages: 323 - 335

History

Received: Oct 17, 2008
Accepted: Aug 26, 2009
Published online: Aug 28, 2009
Published in print: Jun 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Moataz Badawi
Assistant Professor, Dept. of Civil Engineering, Umm Al Qura Univ., Saudi Arabia.
Khaled Soudki [email protected]
Professor and Canada Research Chair, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo, ON, Canada (corresponding author). E-mail: [email protected]

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