TECHNICAL PAPERS
Dec 1, 2007

Interfacial Behavior and Debonding Failures in FRP-Strengthened Concrete Slabs

Publication: Journal of Composites for Construction
Volume 11, Issue 6

Abstract

It has been demonstrated, through laboratory investigations and various field projects, that the external bonding of fiber- reinforced polymer (FRP) laminates is an effective technique for the structural enhancement of reinforced concrete slabs. In such applications, failure is generally governed by debonding of the FRP laminate. Nevertheless, numerical simulations to date of FRP-strengthened slabs have usually been based on the assumption of full bond between the concrete and FRP. In this study, the interfacial behavior between the FRP laminates and the concrete substrate is accounted for by introducing appropriate bond-slip models for the interface in a nonlinear finite-element analysis of FRP-strengthened two-way slabs. The numerical model is capable of simulating slabs strengthened in shear or in flexure; it can be applied to arbitrary FRP configurations, and can also accommodate both passive as well as prestressed FRP strengthening schemes. Results are presented in terms of load-deflection relationships, ultimate load capacities, failure modes, and interfacial slip and stress distributions. When compared to test results reported in the literature, the analysis is shown to lead to excellent predictions in that, for the entire set of FRP-strengthened specimens considered, the average of the numerical-to-experimental load capacity ratios is 0.966, with a standard deviation of 0.066. Furthermore, in all cases when FRP debonding was observed experimentally, the analysis correctly predicted the mode of failure.

Get full access to this article

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

Acknowledgments

This research was funded by the Natural Sciences and Engineering Research Council of Canada (NSERC), and the Canadian Network of Centres of Excellence on Intelligent Sensing for Innovative Structures (ISIS Canada). K. W. N. is Canada Research Chair in Advanced Engineered Material Systems and the support of this program is gratefully acknowledged.

References

ADINA R&D Inc. (2004a). Automatic dynamic incremental nonlinear analysis, finite element software, version 8.2, Watertown, Mass.
ADINA R&D Inc. (2004b). Theory and modeling guide: Volume I, Chapter, 3, version 8.2, Watertown, Mass.
Biddah, A. (2004). “Punching shear strengthening of reinforced concrete slabs using CFRP L-shaped plates.” Advanced composite materials in bridges and structures, ACMBS, M. El-Badry and L. Dunasazegi, eds., Canadian Society for Civil Engineering, Calgary, Canada.
Canadian Standards Association (CSA). (1994). “Design of concrete structures.” CSA-A23.3 Rexdale, Ont., Canada.
Ebead, U., and Marzouk, H. (2002a). “Strengthening of two-way slabs subjected to moment and cyclic loading.” ACI Struct. J., 99(4), 435–444.
Ebead, U., and Marzouk, H. (2002b). “Strengthening of two-way slabs using steel plates.” ACI Struct. J., 99(1), 23–30.
Ebead, U., and Marzouk, H. (2004). “Fiber-reinforced polymer strengthening of two-way slabs.” ACI Struct. J., 101(5), 650–659.
Erki, M. A., and Heffernan, P. J. (1995). “Reinforced concrete slabs externally strengthened with fibre-reinforced plastic materials.” Non-metallic (FRP) Reinforcement for Concrete Structures, Proc., 2nd Int. RILEM Symp. (FRPRCS-2), L. Taerwe, ed., Univ. of Ghent, Belgium, 509–516.
Harajli, M. H., and Soudki, K. A. (2003). “Shear strengthening of interior slab-column connections using carbon fiber-reinforced polymer sheets.” J. Compos. Constr., 7(2), 145–153.
Limam, O., Foret, G., and Ehrlacher, A. (2003). “RC two-way slabs strengthened with CFRP strips: Experimental study and a limit analysis approach.” Compos. Struct., 60, 467–471.
Longworth, J., Bizindavyi, L., Wight, R. G., and Erki, A. (2004). “Prestressed CFRP sheets for strengthening two-way slabs in flexure.” Advanced composite materials in bridges and structures, ACMBS, M. El-Badry and L. Dunasazegi, eds., Canadian Society for Civil Engineering, Calgary, Canada.
Lu, X. Z., and Jiang, J. J. (2003). “A concrete constitutive relationship with various damage models.” China Civ. Eng. J., 36(11), 70–74.
Lu, X. Z., Jiang, J. J., Teng, J. G., and Ye, L. P. (2004a). “Finite element models for FRP-to-concrete bonded joints.” Constr. Build. Mater., accepted for publication.
Lu, X. Z., Teng, J. G., Ye, L. P., and Jiang, J. J. (2004b). “Bond-slip models for FRP sheet/plate-to-concrete interfaces.” Advanced composite materials in bridges and structures, M. El-Badry and L. Dunasazegi, eds., Canadian Society for Civil Engineering, Calgary, Canada.
Lu, X. Z., Yan, J. J., Wei, H., Ye, L. P., and Jiang, J. J. (2004c). “Discussion on the key difficulties of finite element analysis for the interface between FRP sheet and concrete.” Proc., 2nd National Civil Engineering Forum of Graduate Students of China, Beijing, 134–137.
Lu, X. Z., Ye, L. P., Teng, J. G., and Jiang, J. J. (2005). “Meso-scale finite element model for FRP sheets/plates bonded to concrete.” Eng. Struct., 27, 564–575.
Marzouk, H., and Chen, Z. W. (1993). “Nonlinear analysis of normal and high-strength concrete slabs.” Can. J. Civ. Eng., 20, 696–707.
Mosallam, A. S., and Mosalam, K. M. (2003). “Strengthening of two-way concrete slabs with FRP composite laminates.” Constr. Build. Mater., 17, 43–54.
Reitman, M. A., and Yankelevsky, D. Z. (1997). “A new simplified method for nonlinear RC slabs analysis.” ACI Struct. J., 94(4), 399–408.
Rochdi, E. H., Bigaud, D., Ferrier, E., and Hamelin, P. (2004). “Strengthening of slab-column connections with externally bonded CFRP strips.” Advanced composite materials in bridges and structures, ACMBS, M. El-Badry and L. Dunasazegi, eds., Canadian Society for Civil Engineering, Calgary, Canada.
Seim, W., Horman, M., Karbhari, V., and Seible, F. (2001). “External FRP post-strengthening of scaled concrete slabs.” J. Compos. Constr., 5(2), 67–75.
Sharaf, M. H., and Soudki, K. A. (2004). “Strengthening of slab-column connections with externally bonded CFRP strips.” Advanced composite materials in bridges and structures, ACMBS, M. El-Badry and L. Dunasazegi, eds., Canadian Society for Civil Engineering, Calgary, Canada.
Wong, R. S. Y., and Vecchio, F. J. (2003). “Towards modeling of reinforced concrete members with externally bonded fiber-reinforced polymer composite.” ACI Struct. J., 100(1), 47–55.
Wu, Z. S. (2003). “Element-level study on stress transfer based on local bond properties.” Technical Rep. of JCI Technical Committee on Retrofit Technology, Tokyo, 44–56.
Wu, Z. S., and Yin, J. (2003). “Fracturing behaviour of FRP-strengthened concrete structures.” Eng. Fract. Mech., 70, 1339–1355.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 11Issue 6December 2007
Pages: 619 - 628

History

Received: Feb 9, 2006
Accepted: Dec 18, 2006
Published online: Dec 1, 2007
Published in print: Dec 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Walid Elsayed [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1. E-mail: [email protected]
Usama A. Ebead [email protected]
Assistant Professor, Civil Engineering Dept., College of Engineering, United Arab Emirates Univ., United Arab Emirates; formerly, Research Associate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1 (corresponding author). E-mail: [email protected]
Kenneth W. Neale, M.ASCE [email protected]
Canada Research Chair in Advanced Engineered Material Systems, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1. 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