Shear strength of large concrete members with FRP reinforcement

Journal of Composites for Construction

Volumn 14, Issue 6, 2010, Pages 637-646

  Bentz, Evan C ^a   Massam, Laurent ^b   Collins, Michael P ^a  

^a UNIVERSITY OF TORONTO   (Canada)

^b Gowling Lafleur Henderson LLP   (Canada)

Author keywords

Concrete; Fiber reinforced polymers; Model verification; Reinforced; Shear resistance

Indexed keywords

CONCRETE MEMBERS; FIBER-REINFORCED POLYMERS; FLEXURAL REINFORCEMENT; FRP REINFORCEMENT; LARGE SHEAR; LONGITUDINAL BARS; LONGITUDINAL REINFORCEMENT; MODEL VERIFICATION; MULTIPLE LAYERS; PRACTICING ENGINEERS; REINFORCED; REINFORCED BEAMS; REINFORCED CONCRETE BEAMS; REINFORCED CONCRETE STRUCTURES; REINFORCING BAR; SHEAR BEHAVIOR; SHEAR PERFORMANCE; SHEAR REINFORCEMENT; SHEAR RESISTANCES; SINGLE LAYER; WORKED EXAMPLES;

BRIDGE DECKS; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; FIBER REINFORCED PLASTICS; POLYMERS; REINFORCED CONCRETE; REINFORCED PLASTICS; SHEAR STRENGTH;

CONCRETE REINFORCEMENTS;

EID: 78649265611     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000108     Document Type: Article

References (22)

1. AASHTO LRFD. (2004). Bridge design specifications and commentary, 3rd Ed., Washington, D.C.
2. American Concrete Institute (ACI). (2006). Guide for the design and construction of structural concrete reinforced with FRP bars, ACI Committee 440, Detroit.
3. Angelakos, D., Bentz, E. C., and Collins, M. P. (2001). " Effect of concrete strength and minimum stirrups on shear strength of large members.." ACI Struct. J. ASTJEG 0889-3241, 98 (3), 290-300.
4. Ashour, A. F. (2006). " Flexural and shear capacities of concrete beams reinforced with GFRP bars.." Constr. Build. Mater. CBVME2 0950-0618, 20 (10), 1005-1015. 10.1016/j.conbuildmat.2005.06.023 (Pubitemid 43949127)
5. Bazant, Z. P., and Kim, J. -K. (1984). " Size effect in shear failure of longitudinally reinforced beams.." ACI J. JACIAX 0002-8061, 81 (5), 456-468.
6. Bentz, E. C. (2000). " Sectional analysis of reinforced concrete members.." Ph.D. thesis, Dept. of Civil Engineering, Univ. of Toronto, Ont., Canada.
7. Bentz, E. C. (2005). " Empirical modeling of reinforced concrete shear strength size effect for members without stirrups.." ACI Struct. J. ASTJEG 0889-3241, 102 (2), 232-241.
8. Bentz, E. C. (2009). " Response-2000 sectional analysis program.." 〈 http://www.ecf.utoronto.ca/~bentz/r2k.htm 〉 (Aug. 21, 2009).
9. Bentz, E. C., and Collins, M. P. (2006). " Development of the 2004 CSA A23.3 shear provisions for reinforced concrete.." Can. J. Civ. Eng. CJCEB8 0315-1468, 33 (5), 521-534. 10.1139/L06-005 (Pubitemid 44446226)
10. Castro, P. F., and Carino, N. J. (1998). " Tensile and non-destructive testing of FRP bars.." J. Compos. Constr. JCCOF2 1090-0268, 2 (1), 17-22. 10.1061/(ASCE)1090-0268(1998)2:1(17)
11. Collins, M. P., Bentz, E. C., and Sherwood, E. G. (2008). " Where is shear reinforcement required? A review of research results and design procedures.." ACI Struct. J. ASTJEG 0889-3241, 105 (5), 590-600.
12. CSA. (2004). " Design of concrete structures.." CSA A23.3-04, Canadian Standards Association, Rexdale, Ont., Canada.
13. El-Sayed, A. K., El-Salakawy, E., and Benmokrane, B. (2006). " Shear strength of FRP-reinforced concrete beams without transverse reinforcement.." ACI Struct. J. ASTJEG 0889-3241, 103 (2), 235-243.
14. Hoult, N. A., Sherwood, E. G., Bentz, E. C., and Collins, M. P. (2008). " Does the use of FRP reinforcement change the one-way shear behavior of reinforced concrete slabs? " J. Compos. Constr. JCCOF2 1090-0268, 12 (2), 125-133. 10.1061/(ASCE)1090-0268(2008)12:2(125) (Pubitemid 351399383)
15. Lubell, A., Sherwood, T., Bentz, E. C., and Collins, M. P. (2004). " Safe shear design of large, wide beams.." Concr. Int. CNCIEH 0162-4075, 26 (1), 66-78.
16. Lubell, A. S., Bentz, E. C., and Collins, M. P. (2009). " Influence of longitudinal reinforcement on one-way shear in slabs and beams.." ASCE Structural Journal, 135 (1), 78-87. 10.1061/(ASCE)0733-9445(2009)135:1(78)
17. Massam, L. (2001). " The behaviour of GFRP reinforced concrete beams in shear.." MS thesis, Dept. of Civil Engineering, Univ. of Toronto, Ont., Canada.
18. Michaluk, C., Rizkalla, S., Tadros, C., and Benmokrane, B. (1998). " Flexural behaviour of one-way slabs reinforced by fiber plastic reinforcement.." ACI Struct. J. ASTJEG 0889-3241, 95 (3), 353-365.
19. Niwa, J., Yamada, K., Kokozawa, K., and Okamura, M. (1987). " Revaluation of the equation for shear strength of reinforced concrete-beams without web reinforcement.." Concrete Library of JSCE, 9, 65-84.
20. Sherwood, E. G. (2008). " One-way shear behaviour of large, lightly-reinforced concrete beams and slabs.." Ph.D. thesis, Dept. of Civil Engineering, Univ. of Toronto, Ont., Canada.
21. Tureyen, A. K., and Frosch, R. J. (2003). " Concrete shear strength: Another perspective.." ACI Struct. J. ASTJEG 0889-3241, 100 (5), 609-615.
22. Vecchio, F. J., and Collins, M. P. (1986). " The modified compression field theory for reinforced concrete elements subjected to shear.." J. Am. Concr. Inst. JACIAX 0002-8061, 83 (2), 219-231.