TECHNICAL PAPERS
Feb 1, 2006

CFRP Repair and Strengthening of Structurally Deficient Piles: Design Issues and Field Application

Publication: Journal of Composites for Construction
Volume 10, Issue 1

Abstract

The application of carbon fiber reinforced polymers (CFRP) for the repair and strengthening of corrosion-damaged elements is relatively recent. Although several demonstration studies have been completed, no formal design method is available. This paper presents analyses developed for the repair and rehabilitation of four square prestressed piles exposed to an aggressive marine environment. The analysis considers both loss in strength and corrosion-induced expansion. Strength restoration is obtained from interaction relations using a strain compatibility analysis. The longitudinal fibers of the bidirectional FRP layer configuration were designed to restore the strength; whereas, the transverse fibers were verified that they provide the necessary confinement to withstand expansive strains caused by corrosion. Three models proposed by Caltrans, ISIS, and the writers are compared. The Caltrans model is found to be the most conservative. The ISIS and the writers’ model gave similar results. A field demonstration was carried out in which segments of four prestressed piles located in the splash zone supporting the Allen Creek Bridge in Clearwater, Fla., were wrapped. Two of these piles are instrumented for continuous monitoring of their corrosion performance.

Get full access to this article

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

Acknowledgments

This study was performed in cooperation with and funding from the State of Florida Department of Transportation. This support is gratefully acknowledged. The assistance and guidance of Mr. Jose Garcia and Mr. Steve Womble from the FDOT is greatly acknowledged. The writers thank Dr. Gray Mullins, Dr. Rajan Sen, Mr. Danny Winters, Mr. Mike Stokes, Mr. Kadir Uslu, and Mr. K. S. Suh from the University of South Florida for their contribution. The opinions, findings and conclusions expressed in this publication are those of the writers and not necessarily those of the State of Florida Department of Transportation.

References

Caltrans (2000). “Memo to designers.” 20-4 Attachment B, Sacremento, Calif., 80 pages.
Chaallal, O., Shahawy, M., and Hassan, M. (2003). “Confinement model for axially loaded short rectangular columns strengthened with FRP wrapping.” ACI Struct. J., 100(2), 215–221.
Hearn, N., and Alello, J. (1998). “Effect of mechanical restraint on the rate of corrosion in concrete.” Can. J. Civ. Eng., 25, 81–86.
ISIS Canada. (2001). “Strengthening reinforced concrete structures with externally bonded fibre reinforced polymers (FRPs).” Design Manual No. 4, Winnipeg, Man., Canada.
Lee, C., et al. (2000). “Accelerated corrosion and repair of reinforced concrete columns using CFRP sheets.” Can. J. Civ. Eng., 27, 941–948.
Mindess, S., Young, J., and Darwin, D. (2003). Concrete, Prentice–Hall, Englewood Cliffs, N.J., 496–497.
Mirmiran, A., and Shahawy, M. (1995). “A novel FRP-concrete composite construction for the infrastructure.” Proc., Structures Congress XIII, ASCE, Reston, Va., 1663–1666.
Mirmiran, A., and Shahawy, M. (1996). “A new concrete-filled hollow FRP composite column.” Composites, Part B, 27(3–4), 263–268.
Mirmiran, A., and Shahawy, M. (1997a). “Behavior of concrete columns confined by fiber composites.” J. Struct. Eng., 123(5), 583–590.
Mirmiran, A., and Shahawy, M. (1997b). “Dilation characteristics of confined concrete.” Mech. Cohesive-Frict. Mater., 2(3), 237–249.
Pantazopoulou, S. J., Bonacci, J. F., Sheikh, S., Thomas, M., and Hearn, N. (2001). “Repair of corrosion-damaged columns with FRP wraps.” J. Compos. Constr., 5(1), 3–11.
Samaan, M., Mirmiran, A., and Shahawy, M. (1998). “Model of concrete confined by fiber composites.” J. Struct. Eng., 124(9), 1025–1031.
Sen, R. (2003). “Advances in the application of FRP for repairing corrosion damage.” Prog. Struct. Eng. Mater., 5(2), 99–113.
Shahawy, M., and Chaallal, O. (1999). “Performance of fiber-reinforced polymer-wrapped reinforced concrete column under combined axial-flexural loading.” ACI Struct. J., 97(4), 659–668.
Shahawy, M., and Mirmiran, A. (1997). “Stiffened FRP tubes for hybrid construction.” Proc., 4th Int. Conf. on Composites Engineering, D. Hui, ed., Hawaii, July 6-12, 667–668.
Shahawy, M., Mirmiran, A., and Samaan, M. (1996). “Hybrid columns of FRP and concrete.” Proc., 4th Materials Engineering Conf., ASCE, Reston, Va., 73–82.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 10Issue 1February 2006
Pages: 26 - 34

History

Received: Feb 3, 2005
Accepted: May 4, 2005
Published online: Feb 1, 2006
Published in print: Feb 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Omar Chaallal
Professor, Univ. of Quebec, Dept. of Construction Engineering, École de technologie supérieure, 1100 Notre-Dame Str. West, Montréal PQ, H3C 1K3, Canada.
Mohsen Shahawy
President, SDR Engineering Inc., Tallahasee, FL.
Munzer Hassan
Res. Assoc., Univ. of Quebec, Dept. of Construction Engineering, École de technologie supérieure, Montréal PQ, H3C 1K3, Canada.

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