Experimental and analytical evaluation of bond strength of reinforcement in fiber-reinforced polymer-wrapped high-strength concrete beams

ACI Structural Journal

Volumn 101, Issue 6, 2004, Pages 747-754

  Hamad, Bilal S ^a   Soudki, Khaled A ^b   Harajli, Mohamad H ^a   Rteil, Ahmad A ^b  

^a AMERICAN UNIVERSITY OF BEIRUT   (Lebanon)

^b UNIVERSITY OF WATERLOO   (Canada)

Author keywords

Bond (concrete to reinforcement); Confinement; Design codes; Fibers; High strength concrete; Polymer; Splice; Strength

Indexed keywords

BENDING (DEFORMATION); BOND (MASONRY); BOND STRENGTH (MATERIALS); CARBON FIBER REINFORCED PLASTICS; CONCRETE REINFORCEMENTS; CONCRETE TESTING; DUCTILITY; GLASS FIBER REINFORCED PLASTICS; POLYMERS; STRENGTH OF MATERIALS;

CONFINEMENT; DESIGN CODES; HIGH STRENGTH CONCRETE; SPLICE;

CONCRETE BEAMS AND GIRDERS;

EID: 9444288168     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

1. Soudki, K.; Allouche, E.; and Green, M., "Rehabilitation of Bridges and Structures by Reinforced Plastic Sheets," International Conference on Rehabilitation and Development of Civil Engineering Infrastructure Systems, V. II, American University of Beirut, Lebanon, 1997, pp. 1270-1279.
2. Azizinamini, A.; Stark, M.; Roller, J.; and Ghosh, S. K., "Bond Performance of Reinforcing Bars Embedded in High-Strength Concrete," ACI Structural Journal, V. 90, No. 5, Sept.-Oct. 1993, pp. 554-561.
3. Azizinamini, A.; Pavel, R.; Hatfield, E.; and Ghosh, S. K., " Behavior of Lap-Spliced Reinforcing Bars Embedded in High-Strength Concrete," ACI Structural Journal, V. 96, No. 5, Sept.-Oct. 1999, pp. 826-835.
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5. Hamad, B.; Harajli, M.; and Jumaa, G., "Effect of Fiber Reinforcement on Bond Strength of Tension Lap Splices in High-Strength Concrete," ACI Structural Journal, V. 98, No. 5, Sept.-Oct. 2001, pp. 638-647.
6. Hamad, B.; Rteil, A.; and Soudki, K., "Tension Lap Splices in High Strength Concrete Beams Strengthened with GFRP Wraps," Journal of Composites for Construction, ASCE, V. 8, No. 1, Jan.-Feb. 2004, pp. 14-21.
7. Darwin, D.; Zuo, J.; Tholen, M. L.; and Idun, E. K., "Development Length Criteria for Conventional and High Relative Rib Area Reinforcing Bars," ACI Structural Journal, V. 93, No. 3, May-June 1996, pp. 347-359.
8. Orangun, C. O.; Jirsa, J. O.; and Breen, J. E., "A Reevaluation of Test Data on Development Length and Splices," ACI Journal, Proceedings V. 74, No. 3, Mar. 1977, pp. 114-122.
9. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02)," American Concrete Institute, Farmington Hills, Mich., 2002, 443 pp.
10. ACI Committee 440, "Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02)," American Concrete Institute, Farmington Hills, Mich., 2002, 45 pp.