Preliminary experimental investigation of the fatigue bond behavior of CFRP confined RC beams

Construction and Building Materials

Volumn 21, Issue 4, 2007, Pages 746-755

  Rteil, Ahmad A ^a   Soudki, Khaled A ^a   Topper, Timothy H ^a  

^a UNIVERSITY OF WATERLOO   (Canada)

Author keywords

Anchorage; Bar diameter; Bond (steel concrete); Confinement; Fatigue bond strength; FRP; Repeated loading

Indexed keywords

ANCHORAGES (CONCRETE CONSTRUCTION); BOND STRENGTH (MATERIALS); CARBON FIBER REINFORCED PLASTICS; FAILURE (MECHANICAL); FATIGUE OF MATERIALS; SHEAR STRENGTH;

BAR DIAMETERS; BOND (STEEL CONCRETE); FATIGUE BOND STRENGTH; REPEATED LOADING;

BEAMS AND GIRDERS;

EID: 33845334231     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2006.06.022     Document Type: Article

References (7)

1. ACI Committee 215. Considerations for design of concrete structures subjected to fatigue loading (ACI 215-74 reapproved 1997), Farmington Hills, MI: American Concrete Institute; 1997.
2. ACI Committee 318. Building code requirements for structural concrete (318-05) and commentary (318R-05), Farmington Hills, MI: American Concrete Institute; 2005.
3. ACI Committee 408. State of the art report on bond under cyclic loads (ACI 408-92), Farmington Hills, MI: American Concrete Institute; 1992.
4. ACI Committee 440. State of the art report on fiber reinforced plastic (FRP) reinforcement for concrete structures (440R-96), Farmington Hills, MI: American Concrete Institute; 1996.
5. Hamad B.S., Rteil A.A., Soudki K.A., and Harajli M.H. Experimental and analytical evaluation of the bond strength of reinforcement in FRP wrapped HSC beams. ACI Struct J 101 6 (2004) 747-754
6. Mor A., Gerwick B.C., and Hester W.T. Fatigue of high-strength reinforced concrete. ACI Mater J 89 2 (1992) 197-207
7. Rteil AA, Soudki KA, Topper TH. Effect of CFRP sheets on concrete-steel bond strength. In: Proceedings of the CSCE 33rd annual conference, Toronto, ON, 2005.