TECHNICAL PAPERS
Mar 1, 2000

Externally Bonded FRP for Service-Life Extension of RC Infrastructure

Publication: Journal of Infrastructure Systems
Volume 6, Issue 1

Abstract

Although the concept of repairing and strengthening reinforced concrete (RC) structures using steel plate reinforcement has been established for more than 30 years, today there is an increasing trend toward the use of externally bonded fiber-reinforced polymer (FRP) composites, such as glass FRP and carbon FRP. This paper summarizes the results of a comprehensive survey of field applications of both steel plates and FRP composites as external reinforcement for the life extension of deteriorating RC flexural members. A literature review conducted to assess the need for infrastructure rehabilitation suggests that the problem with structurally deficient or obsolete structures is one of large magnitude needing immediate attention. Based on the collective findings from a survey of field applications, a review of literature on the state of the infrastructure and a database of laboratory studies, a list of research priorities is compiled for further studies investigating the use of FRP composites as external reinforcement for RC flexural members. Overall, it is concluded that future research on the application of FRP to RC members should focus on conditions that are more similar to what is observed in the field.

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References

1.
Alexander, J. G. S., and Cheng, J. J. R. (1996). “Field application and studies of using CFRP sheets to strengthen concrete bridge girders.” Advanced Compos. Mat. in Bridges and Struct., Proc., 2nd ACMBS Int. Conf., M. El-Badry, ed., Canadian Society for Civil Engineering, Montreal, 465–472.
2.
Ballinger, G. A. (1997). “Strengthening of engineering structures with carbon fiber reinforced plastics—An overview of history and current worldwide usage.” Proc., 42nd Int. SAMPE Symp. and Exhibition, T. Haulik, V. Bailey, and R. Burton, eds., 927–932.
3.
Ballinger, C., Maeda, T., and Hoshijima, T. ( 1993). “Strengthening of reinforced concrete chimneys, columns and beams with carbon fiber reinforced plastics.” Fiber-reinforced-plastic reinforcement for concrete structures, A. Nanni and C. W. Dolan, eds., American Concrete Institute, Detroit, 233–247.
4.
Bassett, S. (1997). “Carbon laminates solve structural problems in bridges across continent.” High-Perf. Compos., March/April, 22–27.
5.
Bonacci, J. F. (1996). “Strength, failure mode and deformability of concrete beams strengthened externally with advanced composites.” Advanced Compos. Mat. in Bridges and Struct., Proc., 2nd ACMBS Int. Conf., M. El-Badry, ed., Canadian Society for Civil Engineering, Montreal, 419–426.
6.
Busel, J. P., and Barno, D. (1996). “Composites extend the life of concrete structures.” Compos. Des. and Application, Winter, 12–14.
7.
Busel, J. P., and Lindsay, K. (1997). “On the road with John Busel: A look at the world's bridges.” Compos. Des. and Application, January/February, 14–23.
8.
Cercone, L., and Korff, J. (1997). “Putting the wraps on quakes.” Civ. Engrg., ASCE, 67(7), 60–61.
9.
Chajes, M. J., Karbhari, V. M., Mertz, D. R., Kaliakin, V. N., Faqiri, A., and Chaudhri, M. (1993). “Rehabilitation of cracked adjacent concrete box beam bridges.” Proc., Symp. on Practical Solutions for Bridge Strengthening and Rehabilitation, 265–274.
10.
Crasto, A. S., Kim, R. Y., and Mistretta, J. P. (1996). “Rehabilitation of concrete bridge beams with externally-bonded composites plates. Part II.” Proc., 41st Int. SAMPE Symp. and Exhibition, G. Schmitt et al., eds., 1269–1279.
11.
Crasto, A. S., Kim, R. Y., Mistretta, J. P., and Dougherty, M. (1997). “Rehabilitation of concrete bridge beams with fiber-reinforced composites.” Proc., 42nd Int. SAMPE Symp. and Exhibition, T. Haulik, V. Bailey, and R. Burton, eds., 77–86.
12.
Deblois, M., Picard, A., and Beaulieu, D. (1992). “Renforcement de Poutres en Béton Armé à l'Aide de Matériaux Composites: Études Théorique at Expérimentale.” Advanced Compos. Mat. in Bridges and Struct., Proc., 1st Int. Conf., Canadian Society for Civil Engineering, Sherbrooke, Que., Canada, 205–275.
13.
Demers, M., Hebert, D., Gauthier, M., Labossière, P., and Neale, K. W. (1996). “The strengthening of structural concrete with an aramid woven fibre/epoxy resin composite.” Advanced Compos. Mat. in Bridges and Struct., Proc., 2nd ACMBS Int. Conf., M. El-Badry, ed., Canadian Society for Civil Engineering, Montreal, 435–442.
14.
Dimas, J. V., Ehsani, M. R., and Saadatmanesh, H. (1996). “Strengthening of R/C beams in a nuclear power plant.” Advanced Compos. Mat. in Bridges and Struct., Proc., 2nd ACMBS Int. Conf., M. El-Badry, ed., Canadian Society for Civil Engineering, Montreal, 613–620.
15.
Dussek, I. J. (1980). “Strengthening of bridge beams and similar structures by means of epoxy-resin-bonded external reinforcement.” Transp. Res. Rec. 785, Transportation Research Board, Washington, D.C., 21–24.
16.
Fitzpatrick, M. W., Law, D. A., and Dixon, W. C. (1981). “Deterioration of New York State highway structures.” Transp. Res. Rec. 800, Transportation Research Board, Washington, D.C., 1–8.
17.
FRP International. (1998a). S. H. Rizkalla, ed., VI(1, Winter).
18.
FRP International. (1998b). S. H. Rizkalla, ed., VI(2, Spring).
19.
Gagnadoux, B. ( 1994). “The reinforcement of bridges by bonding sheet steel.” Maintenance of bridges and civil structures, Presses de l'ecole nationale des ponds et chaussees, Paris, 237–245.
20.
Gemert, D. A. V. (1982). “Repairing of concrete structures by externally-bonded steel plates.” Plastics in Mat. and Struct. Engrg., Proc., ICP/RILEM/IBK Int. Symp., Elsevier Science, Asmterdam, 519–526.
21.
Gemert, D. V. ( 1996). “Design applications and durability of plate bonding technique.” Concrete repair, rehabilitation and protection, R. K. Dhir and M. R. Jones, eds., E & FN Spon, London, 559–569.
22.
Goldstein, H. (1996). “Catching up on composites.” Civ. Engrg., ASCE, 66(3), 47–49.
23.
Hugenschmidt, F. (1976). “Epoxy adhesives for concrete and steel.” Polymers in Concrete, Proc., 1st Int. Congr. on Polymers in Concrete, The Construction Press Ltd., Hornby, 195–209.
24.
Hutchinson, A. R., and Rahimi, H. (1996). “Flexural strengthening of concrete beams with externally-bonded FRP reinforcement.” Advanced Compos. Mat. in Bridges and Struct., Proc. 2nd ACMBS Int. Conf., M. El-Badry, ed., Canadian Society for Civil Engineering, Montreal, 519–526.
25.
Ichimasu, H., Maruyama, M., Watanabe, H., and Hirose, T. ( 1993). “RC slabs strengthened by bonded carbon FRP plates: Part 2—Application.” Fiber-reinforced-plastic reinforcement for concrete structures, A. Nanni and C. W. Dolan, eds., American Concrete Institute, Detroit, 957–970.
26.
ISIS Canada. ( 1997). Innovator, Newsletter of the Canadian Network of Centres of Excellence on Intelligent Sensing for Innovative Structures, April 1997.
27.
Karbhari, V. M., and Wilkins, D. J. (1993). “Development of composite materials and technology for use in structures.” Proc., Symp. on Practical Solutions for Bridge Strengthening and Rehabilitation, 211–219.
28.
Klaiber, F. W., Dunker, K. F., Wipf, T. J., and Sanders, W. W., Jr. (1987). “Methods of strengthening existing highway bridges.” NCHRP Rep. 293, Transportation Research Board, Washington, D.C.
29.
Lamothe, P., Labossière, P., and Neale, K. W. (1998). “Post-strengthening of reinforced concrete T-beams with composite materials.” Proc., 2nd Struct. Spec. Conf., Vol. IIIb, J. P. Newhook and L. G. Jaeger, eds., Canadian Society for Civil Engineering, Montreal, 623–631.
30.
Litvan, G. (1991). “Deterioration of parking structures.” Proc., Durability of Concrete, V. M. Malhotra, ed., American Concrete Institute, Detroit, 317–334.
31.
Litvan, G., and Bickley, J. (1989). “Durability of parking structures: Analysis of field survey.” Proc., Concrete Durability, J. M. Scanlon, ed., American Concrete Institute, Detroit, 1503–1525.
32.
Marshall, O. S., Jr., et al. “Fiber reinforced polymer composite materials systems to enhance reinforced concrete structures.” Tech. Rep. 98/47, USACERL.
33.
M'Bazaa, I. ( 1995). “Renforcement en Flexion de Poutres en Béton Armé à l'Aide de Lamelles en Matériaux Composites: Optimisation de la Longeur des Lamelles.” Mémoire de Maîtrise ès Sciences Appliquées, Dépt. de Génie Civil, Université de Sherbrooke, Sherbrooke, Que., Canada.
34.
McConnell, V. P. (1995). “Durability data and cost-effective material solutions will unlock the large potential of infrastructure applications.” High-Perf. Compos., May/June, 21–25.
35.
McKenna, J. K. ( 1993). “Post strengthening of reinforced concrete members using fiber composite materials,” M.Engrg. thesis, Dept. of Civ. Engrg., Royal Military College of Canada, Kingston, Ont., Canada.
36.
Meier, U. (1992). “Carbon fiber-reinforced polymers: Modern materials in bridge engineering.” Struct. Engrg. Int., 1/92, 7–12.
37.
Meier, U., Deuring, M., Meier, H., and Schwegler, G. ( 1993). “Strengthening of structures with advanced composites.” Alternative materials for the reinforcement and prestressing of concrete, J. L. Clarke, ed., Blackie Academic and Professional, London, 153–171.
38.
Meier, U., and Kaiser, H. (1991). Strengthening of structures with CFRP laminates. Advanced Compos. Mat., Proc., Spec. Conf., ASCE, New York, 224–232.
39.
Missihoun, M. ( 1995). “Renforcement en Flexion de Poutres en Béton Armé à l'Aide de Matériaux Composites: Optimisation de l'Orientation des Fibres.” Mémoire de Maîtrise ès Sciences Appliquées, Dépt. de Génie Civil, Université de Sherbrooke, Sherbrooke, Que., Canada.
40.
Mufti, A. A., Erki, M. A., and Jaeger, L. G. (1992). Advanced composite materials in bridges and structures in Japan, Canadian Society for Civil Engineering, Montreal.
41.
Nanni, A. (1995). “Concrete repair with externally-bonded FRP reinforcement.” Concrete Int., 17(6), 22–26.
42.
Nanni, A. (1997). “CFRP strengthening.” Concrete Int., 19(6), 19–23.
43.
Nanni, A., and Gold, W. J. (1998). “Strength assessment of external FRP reinforcement.” Concrete Int., 20(6), 39–42.
44.
Neale, K. W., and Labossière, P. (1998). “Fiber composite sheets in cold climate rehab.” Concrete Int., 20(6), 22–24.
45.
Ritchie, P. A., Thomas, D. A., Lu, L. W., and Connelly, G. M. (1991). “External reinforcement of concrete beams using fiber reinforced plastic.” ACI Struct. J., 88(4), 490–500.
46.
Rostasy, F. S., Hankers, C., and Ranisch, E. H. ( 1992). “Strengthening of R/C and P/C structures with bonded FRP plates.” Advanced composites materials in bridges and structures, K. W. Neale and P. Labossière, eds., Canadian Society for Civil Engineering, Montreal, 253–263.
47.
Rybak, M. (1983). “Reinforcement of bridges by gluing of reinforcing steel.” Mat. and Struct., Paris, 16(91), 13–17.
48.
Saadatmanesh, H. (1997). “Extending service life of concrete and masonry structures with fiber composites.” Constr. and Build. Mat., 11(5–6), 327–335.
49.
Saadatmanesh, H., and Ehsani, M. (1990). “Fiber composite plates can strengthen beams.” Concrete Int.: Des. and Constr., 12(3), 65–71.
50.
Saadatmanesh, H., and Ehsani, M. (1991). “RC beams strengthened with GFRP plates. I: Experimental study.”J. Struct. Engrg., ASCE, 117(11), 3417–3433.
51.
Shahawy, M. A., and Beitelman, T. (1996). “Structural repair and strengthening of damaged prestressed concrete bridges utilizing externally-bonded carbon materials.” Proc., 41st Int. SAMPE Symp. and Exhibition, G. Schmitt et al., eds., 1311–1318.
52.
Sharif, A., Al-Sulaimani, G. J., Basunbul, I. A., Baluch, M. H., and Ghaleb, B. N. (1994). “Strengthening of initially loaded reinforced concrete beams using FRP plates.” ACI Struct. J., 91(2), 160–168.
53.
Shaw, J. D. N. ( 1987). “Polymers for concrete repair.” The repair of concrete structures, R. T. L. Allan, S. C. Edwards, and J. D. N. Shaw, eds., Blackie Academic and Professional, London, 37–55.
54.
Shehata, E., Rizkalla, S., and Stewart, D. (1998). “Roof retrofit.” Concrete Int., 20(6), 44–46.
55.
Sommerard, T. (1977). “Swanley's steel-plate patch-up.” New Civ. Engr., London, No. 247, June 16, 18–19.
56.
“State-of-the-art report on fiber reinforced plastics (FRP) reinforcement for concrete structures.” (1996). ACI-440R-96, American Concrete Institute, Farmington Hills, Mich.
57.
Steiner, W. (1996). “Strengthening of structures with CFRP strips.” Advanced Compos. Mat. in Bridges and Struct., Proc., 2nd ACMBS Int. Conf., M. El-Badry, ed., Canadian Society for Civil Engineering, Montreal, 407–417.
58.
Swamy, R. N., Lynsdale, C. J., and Mukhopadhyaya, P. (1996). “Effective strengthening with ductility: Use of externally-bonded plates of non-metallic composite materials.” Advanced Compos. Mat. in Bridges and Struct., Proc., 2nd ACMBS Int. Conf., M. El-Badry, ed., Canadian Society for Civil Engineering, Montreal, 481–488.
59.
Tedesco, J. W., Stallings, J. M., El-Mihilmy, M., and McCauley, M. W. (1996). “Rehabilitation of a concrete bridge using FRP laminates.” Proc., ASCE 4th Mat. Engrg. Conf., K. P. Chong, ed., ASCE, New York, 631–637.
60.
Thomas, J. (1998). “FRP strengthening—Experimental or mainstream technology.” Concrete Int., 20(6), 57–58.
61.
Thomas, J., Kliger, H. S., and Yoshizawa, H. (1996). “Field application of a carbon fibre sheet material for strengthening reinforced concrete structure.” Proc., 41st Int. SAMPE Symp. and Exhibition, G. Schmitt et al., eds., 636–644.
62.
Toutanji, H. A., and Gómezz, W. (1997). “Durability characteristics of concrete beams externally-bonded with FRP composites.” Cement and Concrete Compos., 19(4), 351–358.
63.
Triantafillou, R. C., and Plevris, N. (1992). “Strengthening of RC beams with epoxy-bonded fibre-composite materials.” Mat. and Struct., Paris, 25, 201–211.
64.
Vaysburd, A. M., Emmons P. H., and Thomas, J. (1998). “Muscle made of carbon fiber.” Civ. Engrg., ASCE, 68(1), 60–61.
65.
Waddell, J. J. (1989). Concrete manual, International Conference of Building Officials, Calif.
66.
Wang, S. J., and Zhang, R. X. (1993). “The application of glass fiber reinforced plastics (GFRP) to strengthen reinforced concrete bridges.” Proc., 2nd Can. Int. Compos. Conf. and Exhibition, W. Wallace, R. Gauvin, and S. V. Hoa, eds., Canadian Association for Composite Structures and Materials, Montreal, 207–214.
67.
Xanthakos, P. P. (1996). Bridge strengthening and rehabilitation. Prentice-Hall, Englewood Cliffs, N.J.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 6Issue 1March 2000
Pages: 41 - 51

History

Received: Jun 14, 1999
Published online: Mar 1, 2000
Published in print: Mar 2000

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Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, ON Canada M5S 1A4.
Asst. Prof., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore 119260.

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