Debonding- and fatigue-related strain limits for externally bonded FRP

Journal of Composites for Construction

Volumn 10, Issue 1, 2006, Pages 87-90

  Harries, Kent A ^a   Aidoo, John ^b  

^a PA 15260   (United States)

^b ROSE HULMAN INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

Bonding; Composite materials; Concrete beams; Experimentation; Fiber reinforced polymers; Flexure

Indexed keywords

CONCRETE BEAMS; FATIGUE LOADING; FIBER REINFORCED POLYMERS; FLEXURE;

BENDING STRENGTH; BONDING; CRACK INITIATION; FATIGUE OF MATERIALS; STRAIN;

FIBER REINFORCED PLASTICS;

EID: 33645306628     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2006)10:1(87)     Document Type: Article

References (8)

1. ACI Committee 440. (2002). "Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures." ACI 440.2R-02, Farmington Hills, Mich.
2. Aidoo, J. (2004). "Flexural retrofit of reinforced concrete bridge girders using three CFRP systems." PhD dissertation, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, S.C.
3. Aidoo, J., Harries, K. A., and Petrou, M. F. (2004). "Fatigue behavior of CFRP strengthened reinforced concrete bridge girders." J. Compos. Constr., 8(6), 501-509.
4. JSCE. (2001). "Recommendations for the upgrading of concrete structures with use of continuous fiber sheets." Concrete engineering, Series 41, Japanese Society of Civil Engineers, Tokyo.
5. Quattlebaum, J., Harries, K. A., and Petrou, M. F. (2005). "Comparison of three CFRP flexural retrofit systems under monotonic and fatigue loads." J. Bridge Eng., 10(6), 731-740.
6. Sebastian, M. W. (2001). "Significance of midspan debonding failure in FRP-plated concrete beams." J. Struct. Eng., 127(7), 792-798.
7. Smith, S. T., and Teng, J. G. (2001). "FRP-srengthened RC beams. I: Review of debonding strength models." Eng. Struct., 24(4), 385-395.
8. Teng, J. G., Smith, S. T., Yao, J., and Chen, J. F. (2001). "Intermediate crack induced debonding in RC beams and slabs." Constr. Build. Mater., 17(6-7), 447-462.