Discussion of "behavior of aramid fiber-reinforced polymer reinforced high strength concrete beams under bending" by M. A. Rashid, M. A. Mansur, and P. Paramasivam

Journal of Composites for Construction

Volumn 10, Issue 4, 2006, Pages 367-368

  Bischoff, Peter H ^a  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 33746215227     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2006)10:4(367)     Document Type: Note

References (7)

1. American Concrete Institute (ACI). (1996). "State-of-the-art report on fiber reinforced plastic (FRP) reinforcement for concrete structures." ACI 440R-96, ACI, Detroit, Mich.
2. American Concrete Institute (ACI). (1999). "Building code requirements for structural concrete." ACI 318-99 and ACI 318R-99, ACI, Detroit, Mich.
3. American Concrete Institute (ACI). (2003). "Guide for the design and construction of concrete reinforced with FRP bars." ACI 440.1R-03, ACI, Detroit, Mich.
4. Bischoff, P. H. (2005a). "A rational proposal for predicting beam deflection." Proc., 33rd Annual Conference of the Canadian Society for Civil Engineering, Canadian Society for Civil Engineering, Montreal, Quebec, GC-299-1/10.
5. Bischoff, P. H. (2005b). "Re-evaluation of deflection prediction for concrete beams reinforced with steel and FRP bars." J. Struct. Eng. 131(5), 752-767.
6. Canadian Standards Association (CSA). (2002). "Design and construction of building components with fibre-reinforced polymers." CSA standard S806-02, CSA, Rexdale (Toronto), Ontario.
7. Faza, S. S., and GangaRao, H. V. S. (1992). "Pre- and post-cracking deflection behaviour of concrete beams reinforced with fibre-reinforced plastic rebars." Advanced Composite Materials in Bridges and Structures, K. W. Neale and P. Labossiere, eds., Canadian Society for Civil Engineering, Montreal, Quebec, 151-160.