Designing and testing of concrete bridge decks reinforced with glass FRP bars

Journal of Bridge Engineering

Volumn 11, Issue 2, 2006, Pages 217-229

  Benmokrane, Brahim ^a   El Salakawy, Ehab ^a   El Ragaby, Amr ^a   Lackey, Thomas ^b  

^a UNIVERSITÉ DE SHERBROOKE   (Canada)

^b Vermont Agency of Transportation   (United States)

Author keywords

Bridge decks; Bridges, concrete; Fiber optics; Fiber reinforced materials; Fiberglass; Field tests

Indexed keywords

BRIDGES, CONCRETE; FIELD TESTS;

FIBER OPTICS; FIBER REINFORCED MATERIALS; GLASS FIBERS; STEEL BRIDGES;

BRIDGE DECKS;

EID: 32944477532     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2006)11:2(217)     Document Type: Article

References (46)

1. American Association of State Highway and Transportation Officials (AASHTO). (1994). LRFD bridge design specifications, 1st Ed., AASHTO, Washington, D.C.
2. American Association of State Highway and Transportation Officials (AASHTO). (2000). Standard specifications for design of highway bridges, AASHTO, Washington, D.C.
3. American Concrete Institute (ACI). (2003). Guide for the design and construction of concrete reinforced with FRP bars, ACI-440.1R-03, ACI, Farmington Hills, Mich.
4. Bakht, B., and Lam, C. (2000). " Behavior of transverse confining systems for steel-free deck slabs.. " J. Bridge Eng., 5 (2), 139-147.
5. Barr, P. J., Eberhard, M. O., and Stanton, J. F. (2001). " Live-load distribution factors in prestressed concrete girder bridges.. " J. Bridge Eng., 6 (5), 298-306.
6. Benmokrane, B., and El-Salakawy, E., eds. (2002). " Durability of fiber reinforced polymer (FRP) composites for construction.. " Proc., 2nd Int. Conf., Montŕal,.
7. Benmokrane, B., and Rahman, H., eds. (1998). " Durability of fiber reinforced polymer (FRP) composites for construction.. " Proc., 1st Int. Conf., Sherbrooke, Que., Canada,.
8. Benmokrane, B., Rahman, H., Mukhopadhyaya, R., Masmoudi, R., Zhang, B., Lord, I., and Tadros, G. (2001a). " Fiber-optic sensors monitor FRP-reinforced bridge.. " ACI Int., 23 (6), 33-38.
9. Benmokrane, B., Ton-That, M. T., Laoubi, K., Robert, J. F., and Wang, P. (2001b). " Durability evaluation of glass FRP composites rods in concrete environment.. " Proc., 3rd Int. Conf. on Concrete Under Severe Conditions: Environment and Loading, Vancouver, Canada, Vol. 2, 1239-1246.
10. Benmokrane, B., Wang, P., Ton-That, T. M., Rahman, H., and Robert, J.-F. (2002a). " Durability of GFRP reinforcing bars in concrete environment.. " J. Compos. Constr., 6 (3), 143-153.
11. Benmokrane, B., Zhang, B., Laoubi, K., Tighiouart, B., and Lord, I. (2002b). " Mechanical and bond properties of new generation of carbon fiber reinforced polymer reinforcing bars for concrete structures.. " Can. J. Civ. Eng., 29 (2), 338-343.
12. Bradberry, T. E. (2001). " Concrete bridge decks reinforced with fiber reinforced polymer bars.. " Transportation Research Record 1770, Transportation Research Board, Washington, D.C., 94-104.
13. Bradberry, T. E., and Wallace, S. (2003). " FRP reinforced concrete in Texas transportation-Past, present, future.. " American Concrete Institute Special Publication, Field Applications of FRP Reinforcement: Case Studies, SP-215-1, American Concrete Institute, Farmington Hills, Mich., 3-36.
14. Canadian Standards Association International (CSA Int.). (2000). " Canadian highway bridge design code.. " CAN/CSA - S6-00, CSA Int., Rexdale, Toronto,.
15. Canadian Standards Association International (CSA Int.). (2002). " Design and construction of building components with fiber reinforced polymers.. " CSA S806-02, CSA Int., Rexdale, Toronto,.
16. El-Salakawy, E., and Benmokrane, B. (2003). " Design and testing of a highway concrete bridge deck reinforced with glass and carbon FRP bars.. " American Concrete Institute Special Publication, Field Applications of FRP Reinforcement: Case Studies, SP-215-2, American Concrete Institute, Farmington Hills, Mich., 37-54.
17. El-Salakawy, E. F., and Benmokrane, B. (2004). " Serviceability of concrete bridge deck slabs reinforced with FRP composite bars.. " ACI Struct. J., 101 (5), 593-602.
18. El-Salakawy, E. F., Benmokrane, B., Brìre, F., Masmoudi, R., and Beaumier, E. (2003a). " Concrete bridge barriers reinforced with GFRP composite bars.. " ACI Struct. J., 100 (6), 815-824.
19. El-Salakawy, E., Benmokrane, B., and Desgagń, G. (2003b). " FRP composite bars for the concrete deck slab of Wotton Bridge.. " Can. J. Civ. Eng., 30 (5), 861-870.
20. Eom, J., and Novak, A. S. (2001). " Live load distribution for steel girder bridges.. " J. Bridge Eng., 6 (6), 489-497.
21. Fang, I. K., Worley, J., Burns, N. H., and Klingner, R. E. (1990). " Behavior of isotropic R/C bridge decks on steel girders.. " J. Compos. Constr., 116 (3), 659-678.
22. GangaRao, H. V. S., Thippesway, H. K., Kumar, S. V., and Franco, J. M. (1997). " Design, construction and monitoring of the first FRP reinforced concrete bridge deck in the United States.. " Proc., 3rd Int. Symp. (FRPRCS 3) on Non-Metallic (FRP) Reinforcement for Concrete Structures, Sapporo, Japan, Vol. 1, 647-656.
23. Hassan, T., Rizkalla, S., Abdelrahman, A., and Tadros, G. (1999). " Design recommendations for bridge deck slabs reinforced by fiber reinforced polymers.. " Proc., 4th Int. Symp. on Fiber Reinforced Polymers Reinforcement for Concrete Structures, FRPRCS-4, ACI-SP-188, Baltimore, Md., 313-323.
24. Hewitt, B. E., and Batchelor, B. (1975). " Punching shear strength of restrained slabs.. " J. Struct. Div. ASCE, 101 (9), 1837-1853.
25. Huckelbridge, A. A., and Eitel, A. K. (2003). " Preliminary performance observations for FRP reinforced concrete bridge deck.. " American Concrete Institute Special Publication, Field Applications of FRP Reinforcement: Case Studies, SP-215-7, American Concrete Institute, Farmington Hills, Mich., 121-138.
26. Humar, J., and Razaqpur, G., eds. (2000). " Advanced composite materials in bridges and structures.. " Proc., 3rd Int. Conf., Ottawa,.
27. Intelligent Sensing for Innovative Structures Canada (ISIS Canada). (2001). " Reinforcing concrete structures with fiber reinforced polymers.. " ISIS - M03-01, The Canadian Network of Centers of Excellence on Intelligent Sensing for Innovative Structures, Univ. of Winnipeg, Manitoba, Canada,.
28. Japan Concrete Institute. (1997). " Non-metallic (FRP) reinforcement for concrete structures.. " Proc., 3rd Int. Symp. (FRPRCS-3), Sapporo, Japan, Vol. 1.
29. Khanna, S., Mufti, A., and Bakht, B. (2000). " Experimental investigation of the role of reinforcement in the strength of concrete deck slabs.. " Can. J. Civ. Eng., 27 (5), 475-480.
30. Kim, S., and Nowak, A. S. (1997). " Load distribution and impact factors for I-girder bridges.. " J. Bridge Eng., 2 (3), 97-104.
31. Kuang, J. S., and Morely, C. T. (1992). " Punching shear behavior of restrained reinforced concrete slabs.. " ACI Struct. J., 89 (1), 13-19.
32. Laoubi, K., El-Salakawy, E. F., Pigeon, M., and Benmokrane, B. (2003). " Durability of concrete beams reinforced with GFRP bars under different environmental and loading conditions.. " Proc., 6th Int. Symp. on Fibre Reinforced Polymer (FRP) Reinforcement for Concrete Structures (FRPRCS-6), Singapore,.
33. Nanni, A., and Faza, S. (2002). " Designing and constructing with FRP bars: An emerging technology.. " ACI Concrete Int., 24 (11), 53-58.
34. Nkurunziza, G., Cousin, P., Masmoudi, R., and Benmokrane, B. (2003). " Effect of sustained tensile stress and alkaline on durability of GFRP bars.. " Int. J. Mater. Prod. Technol., 19 (4&5), 1-13.
35. Rizkalla, S., Shehata, E., and Abdelrahman, A. (1998). " Design and construction of a highway bridge reinforced for shear and prestressed by CFRP.. " Proc., American Concrete Institute Seminar on Field Applications of FRP Reinforcement to Concrete: Part I and Part II, Atlanta,.
36. Rizkalla, S., and Tadros, G. (1994). " First smart bridge in Canada.. " ACI Concrete Int., 16 (6), 42-44.
37. Saadatmanesh, H., and Ehsani, M. R., eds. (1996). " International conference on composites for infrastructure.. " Proc., ICCI, Tucson, Ariz., 340.
38. Schwarz, M., and Laman, J. A. (2001). " Response of prestressed concrete I-girder bridges to live load.. " J. Bridge Eng., 6 (1), 1-8.
39. Steffen, R. E., Trunfio, J. P., and Bowman, M. M. (2001). " Performance of a bridge deck reinforced with CFRP grids in Rollinsford, New Hampshire, USA.. " Proc., CCC 2001, FRP Composites in Construction, J. Figueiras, L. Juvandes, and, R. Furia, eds., Porto, Portugal, 671-676.
40. Stone, D., Nanni, A., and Myers, J. J. (2001). " Field and laboratory performance of FRP bridge decks.. " Proc., CCC 2001, FRP Composites in Construction, J. Figueiras, L. Juvandes, and, R. Furia, eds., Porto, Portugal, 701-706.
41. Tadros, G. (2000). " Provisions for using FRP in the Canadian highway bridge design code.. " ACI Concrete Int., 22 (7), 42-47.
42. United States Department of Transportation (USDOT). (2002). " FRP composite bridge technology.. " USDOT Federal Highway Administration, 〈 www.fhwa.dot.gov/bridge/frp/frpintro.html 〉 (August 19, 2002).
43. Wang, P., Masmoudi, R., and Benmokrane, B. (2002). " Durability of GFRP composite bars for concrete structures: Assessment and improvement.. " Proc., 2nd Int. Conf. on Durability of FRP Composites for Construction, CDCC'2002, Montreal, 153-164.
44. Yost, J. R., and Schmeckpeper, E. R. (2001). " Strength and serviceability of FRP grid reinforced bridge decks.. " J. Bridge Eng., 6 (6), 605-612.
45. Yunovich, M., and Thompson, N. (2003). " Corrosion of highway bridges: Economic impact and control methodologies.. " ACI Concrete Int., 25 (1), 52-57.
46. Zokaie, T., Osterkamp, T. A., and Imbsen, R. A. (1991). " Distribution of wheel loads on highway bridges.. " Final Rep. NCHRP 12-26/1, National Cooperative Highway Research Program, Washington, D.C.