Prediction of crack width for fiber-reinforced polymer-reinforced concrete beams

ACI Structural Journal

Volumn 101, Issue 4, 2004, Pages 532-536

  Salib, Sameh R ^a   Abdel Sayed, George ^a  

^a NONE

Author keywords

Crack; Fiber reinforced concrete; Reinforced concrete; Strength

Indexed keywords

BOND STRENGTH (MATERIALS); BRITTLENESS; CALCULATIONS; CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; CRACKS; FAILURE (MECHANICAL); FIBER REINFORCED PLASTICS; SERVICE LIFE; STRESSES; STRUCTURAL ANALYSIS;

BEAM SEVICEABILITY; CRACK WIDTH; DOWEL FAILURE; FIBER REINFORCED CONCRETE; REINFORCING BARS;

REINFORCED CONCRETE;

EID: 3242885777     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (13)

1. ACI Committee 224, 1972, "Control of Cracking in Concrete Structures," ACI Journal, Proceedings V. 69, No. 12, Dec., pp. 717-734.
2. ACI Committee 318, 1995, "Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (318R-95)," American Concrete Institute, Farmington Hills, Mich., 369 pp.
3. ACI Committee 440, 2001, "Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI 440.1R-01)," American Concrete Institute, Farmington Hills, Mich., 41 pp.
4. Faza, S. S., and Gangarao, H. V. S., 1993, "Theoretical and Experimental Correlation of Behavior of Concrete Beams Reinforced with Fiber Reinforced Plastic Rebars," Fiber-Reinforced-Plastic Reinforcement for Concrete Structures, SP-138, A. Nanni, and C. W. Dolan, eds., American Concrete Institute, Farmington Hills, Mich., pp. 599-614.
5. Gergely, P., and Lutz, L. A., 1968, "Maximum Crack Width in Reinforced Concrete Flexure Members," Causes, Mechanisms, and Control of Cracking in Concrete, SP-20, American Concrete Institute, Farmington Hills, Mich., pp. 87-117.
6. Ghali, A., and Favre, R., 1994, Concrete Structures: Stresses and Deformations, 2nd Edition, E&FN Spon, London, pp. 417-422.
7. Leet, K., 1991, Reinforced Concrete Design, McGraw-Hill Inc., New York, pp. 240-242.
8. Lutz, L. A., 1974, "Crack Control Factor for Bundled Bars and for Bars of Different Sizes," ACI Journal, Proceedings V. 71, No. 1, Jan., pp. 9-10.
9. Salib, S., 2001, "Strength of Concrete Beams Reinforced and/or Prestressed with FRP Bars," PhD dissertation, University of Windsor, Ontario, Canada.
10. Salib, S.; Abdel-Sayed, G.; and Grace, N., 1999, "Crack Formation in FRP Reinforced Concrete Beams," 4th International Symposium on Fiber-Reinforced Polymers for Reinforced Concrete Structures, Md., pp. 219-232.
11. Salib, S.; Abdel-Sayed, G.; and Grace, N., 2001, "Strength of Concrete Beams Reinforced and/or Prestressed with FRP Bars," International Conference on FRP Composites in Civil Engineering, CICE, Hong Kong, pp. 1193-1202.
12. Salib, S.; Abdel-Sayed, G.; and Grace, N., 2002, "An Analytical Approach towards the Strength of Concrete Beams Reinforced and/or Prestressed with FRP Bars," Canadian Journal of Civil Engineering, V. 29, No. 2, pp. 301-315.
13. Toutanji, H. A., and Saafi, M., 1999, "Deflection and Crack Width Prediction of Concrete Beams Reinforced with Fiber Reinforced Polymers," 4th International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures, Md., pp. 1023-1034.