TECHNICAL PAPERS
Oct 20, 2010

Assessing the Strengthening Effect of Various Near-Surface-Mounted FRP Reinforcements on Concrete Bridge Slab Overhangs

Publication: Journal of Composites for Construction
Volume 15, Issue 4

Abstract

The near-surface-mounted (NSM) method has proved to be a reliable alternative to the existing externally bonded (EB) method for the repair and strengthening of concrete structures using fiber-reinforced polymer (FRP) composites. This technique is especially advantageous in bridge deck upgrades for larger barriers and slab overhang strengthening. This paper presents the results of a comparison of the flexural behavior of bridge slab overhangs strengthened in negative bending moment regions with various types of NSM reinforcement that differ in surface condition (e.g., textured and sand coated), cross-sectional shape (e.g., round and square), material type (carbon and glass), and prestressing effect. Eleven full-scale overhang specimens (1.524 m long in overhang and 0.914 m wide) were tested under a cantilever condition. Test results showed that the FRP NSM reinforcements were effective in increasing both yield and ultimate strength of predamaged slab overhangs. All surface treatments were more beneficial than the smooth condition, and the square-shaped reinforcement displayed better performance than the round shape. The prestressing unit developed in this study is simple to apply and could be further explored for field applications.

Get full access to this article

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

Acknowledgments

The research was conducted with the partial financial support of the California Department of Transportation (Caltrans). Laboratory assistance on the test from the laboratory technicians and undergraduate research assistants in the group is greatly appreciated. The authors would also like to thank, in no particular order, Sireg, Sika, Sto, Hughes Brothers, and Dongwon Construction for their kind donation of some of the FRP products studied here. Any opinions expressed in this paper are those of the authors and do not necessarily reflect the views of either Caltrans or industrial sponsors.

References

AASHTO. (2007). LRFD bridge design specifications, 4th Ed., Washington, DC.
Achillides, Z., and Pilakoutas, K. (2004). “Bond behavior of fiber reinforced polymer bars under direct pullout conditions.” J. Compos. Constr., 8(2), 173–181.
Aidoo, J., Harries, K. A., and Petrou, M. F. (2006). “Full-scale experimental investigation of repair of reinforced concrete interstate bridge using CFRP materials.” J. Bridge Eng., 11(3), 350–358.
Al-Mahmoud, F., Castel, A., Francois, R., and Tourneur, C. (2010). “RC beams strengthened with NSM CFRP rods and modeling of peeling-off failure.” Compos. Struct., 92(8), 1920–1930.
American Concrete Institute (ACI). (2004). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” 440.3R-04, Farmington Hills, MI.
American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” 440.2R-08, Farmington Hills, MI.
ASTM. (2005). “Standard test method for compressive strength of cylindrical concrete specimens.” C39/C39M, West Conshohocken, PA.
Baena, M., Torres, L., Turon, A., and Barris, C. (2009). “Experimental study of bond behavior between concrete and FRP bars using a pull-out test.” Compos., Part B, 40(8), 784–797.
Barros, J., and Dias, S. (2006). “Near surface mounted CFRP laminates for shear strengthening of concrete beams.” Cem. Concr. Compos., 28(3), 276–292.
Barros, J., Ferreira, D., Fortes, A., and Dias, S. (2006). “Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening.” Constr. Build. Mater., 20(7), 478–491.
Bianco, V., Barros, J., and Monti, G. (2010). “New approach for modeling the contribution of NSM FRP strips for shear strengthening of RC beams.” J. Compos. Constr., 14(1), 36–48.
Bonaldo, E., Barros, J., and Lourenco, P. (2008). “Efficient strengthening technique to increase the flexural resistance of existing RC slabs.” J. Compos. Constr., 12(2), 149–159.
California Department of Transportation (Caltrans). (2008). “Bridge memo to designers 10-20: deck and soffit slab.” Engineering services manuals, Sacramento, CA.
De Lorenzis, L., Lundgren, K., and Rizzo, A. (2004). “Anchorage length of near-surface mounted fiber-reinforced polymer bars for concrete strengthening—Experimental investigation and numerical modeling.” ACI Struct. J., 101(2), 269–278.
De Lorenzis, L., and Nanni, A. (2001). “Characterization of FRP rods as near-surface mounted reinforcement.” J. Compos. Constr., 5(2), 114–121.
De Lorenzis, L., and Nanni, A. (2002). “Bond between near-surface mounted fiber-reinforced polymer rods and concrete in structural strengthening.” ACI Struct. J., 99(2), 123–133.
De Lorenzis, L., Nanni, A., and La Tegola, A. (2000). “Flexural and shear strengthening of reinforced concrete structures with near surface mounted FRP rods.” 3rd Int. Conf. on Advanced Composite Materials in Bridges and Structures, Ottawa, Canada, 521–528.
De Lorenzis, L., and Teng, J. G. (2007). “Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures.” Compos., Part B, 38(2), 119–143.
Dias, S., and Barros, J. (2005). “Shear strengthening of RC beams with near-surface-mounted CFRP laminates.” 7th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, American Concrete Institute, Farmington Hills, MI, 807–824.
El-Hacha, R., Green, M., and Wight, G. (2003). “Innovative system for prestress fiber reinforced polymer sheets.” ACI Struct. J., 100(3), 305–313.
El-Hacha, R., and Rizkalla, S. (2004). “Near-surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures.” ACI Struct. J., 101(5), 717–726.
El-Hacha, R., Rizkalla, S., and Kotynia, R. (2005). “Modeling of reinforced concrete flexural members strengthened with near-surface mounted FRP reinforcement.” 7th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, American Concrete Institute, Farmington Hills, MI, 1681–1700.
Federal Highway Administration (FHWA). (2009). “Bridge programs NBI data.” 〈http://www.fhwa.dot.gov/bridge/nbi/ascii.cfm〉.
Federation Internationale du Beton (FIB). (2001). “Externally bonded FRP reinforcement for RC structures.” Bulletin 14, Lausanne, Switzerland.
Hassan, T., and Rizkalla, S. (2003). “Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer strips.” J. Compos. Constr., 7(3), 248–257.
Hognestad, E., Hansen, N. W., and McHenry, D. (1955). “Concrete stress distribution in ultimate strength design.’’ J. Am. Concr. Inst., 52(12), 455–480.
Jung, W.-T., Park, Y.-H., Park, J.-S., Kang, J.-Y., and You, Y.-J. (2005). “Experimental investigation on flexural behavior of RC beams strengthened by NSM CFRP reinforcements.” 7th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, American Concrete Institute, Farmington Hills, MI, 795–805.
Kang, J.-Y., Park, Y.-H., Park, J.-S., You, Y.-J., and Jung, W.-T. (2005). “Analytical evaluation of RC beams strengthened with near surface mounted CFRP laminates.” 7th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, American Concrete Institute, Farmington Hills, MI, 779–793.
Kishi, N., Mikami, H., Kurihashi, Y., and Sawada, S. (2005). “Flexural behavior of RC beams reinforced with NSM AFRP rods.” Int. Symp. on Bond Behavior of FRP in Structures, Hong Kong.
Nordin, H., and Taljsten, B. (2006). “Concrete beams strengthened with prestressed near surface mounted CFRP.” J. Compos. Constr., 10(1), 60–68.
Novidis, D. G., and Pantazopoulou, S. J. (2005). “Experimental study of short NSM-FRP bar anchorages.” 7th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, American Concrete Institute, Farmington Hills, MI, 391–409.
Quattlebaum, J. B., Harries, K. A., and Petrou, M. F. (2005). “Comparison of three flexural retrofit systems under monotonic and fatigue loads.” J. Bridge Eng., 10(6), 731–740.
Rosenboom, O., and Rizkalla, S. (2005). “Fatigue behavior of prestressed concrete bridge girders strengthened with various CFRP systems.” 7th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, American Concrete Institute, Farmington Hills, MI, 597–611.
Sena Cruz, J., and Barros, J. (2004). “Modeling of bond between near-surface mounted CFRP laminate strips and concrete.” Comput. Struct., 82(17–19), 1513–1521.
Sena Cruz, J., Barros, A., Gettu, R., and Azevedo, A. (2006). “Bond behavior of near-surface mounted CFRP laminate strips under monotonic and cyclic loading.” J. Compos. Constr., 10(4), 295–303.
Shield, C., French, C., and Milde, E. (2005). “The effect of adhesive type on the bond of NSM tape to concrete.” 7th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, American Concrete Institute, Farmington Hills, MI, 355–372.
Tang, W. C., Balendran, R. V., Nadeem, A., and Leung, H. Y. (2006). “Flexural strengthening of reinforced lightweight polystyrene aggregate concrete beams with near-surface mounted GFRP bars.” Build. Environ., 41(10), 1381–1393.
Teng, J. G., De Lorenzis, L., Wang, B., Li, R., Wong, T. N., and Lam, L. (2006). “Debonding failures of RC beams strengthened with near surface mounted CFRP strips.” J. Compos. Constr., 10(2), 92–105.
Teng, J. G., Lam, L., Chan, W., and Wong, J. (2000). “Retrofit of deficient RC cantilever slabs using GFRP strips.” J. Compos. Constr., 4(2), 75–84.
Triantafillou, T. C., Deskovic, N., and Deuring, M. (1992). “Strengthening of concrete structures with prestressed fiber reinforced plastic sheet.” ACI Struct. J., 89(3), 235–244.
Wight, R., Green, M., and Erki, M. (2001). “Prestressed FRP sheets for post-strengthened concrete beams.” J. Compos. Constr., 5(4), 214–220.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 15Issue 4August 2011
Pages: 615 - 624

History

Received: May 1, 2010
Accepted: Oct 18, 2010
Published online: Oct 20, 2010
Published in print: Aug 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Dongkeun Lee [email protected]
Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616. E-mail: [email protected]
Lijuan Cheng, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616 (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