Flexural behavior of continuous FRP-reinforced concrete beams

Journal of Composites for Construction

Volumn 14, Issue 6, 2010, Pages 669-680

  El Mogy, Mostafa ^a   El Ragaby, Amr ^a   El Salakawy, Ehab ^a  

^a UNIVERSITY OF MANITOBA   (Canada)

Author keywords

Carbon; Concrete beams; Continuous beams; Fiber reinforced polymers; Glass; Moment distribution

Indexed keywords

CANADIAN STANDARDS ASSOCIATIONS; CARBON FRP; COMMONLY USED; CONCRETE BEAM; CONCRETE BEAMS; CONTINUOUS BEAMS; CORROSION PROBLEMS; CORROSION PRODUCTS; DEICING SALTS; DESIGN MODELS; ELASTIC BEHAVIOR; EXTREME WEATHER; FAILURE LOAD; FAILURE LOCATIONS; FIBER-REINFORCED POLYMERS; FLEXURAL BEHAVIOR; GFRP REINFORCEMENTS; LOAD CAPACITY; LONGITUDINAL REINFORCEMENT; MID-SPAN DEFLECTION; MOMENT DISTRIBUTION; MOMENT REDISTRIBUTION; PARKING GARAGE; POSITIVE EFFECTS; RECTANGULAR CROSS-SECTIONS; REINFORCED CONCRETE BEAMS; STEEL BARS; TEST RESULTS; TWO BEAMS;

BRIDGE DECKS; CARBON FIBERS; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CORROSION; FIBER REINFORCED PLASTICS; GARAGES (PARKING); GLASS; POLYMERS; REINFORCED CONCRETE; REINFORCED PLASTICS; REINFORCEMENT;

STRUCTURAL DESIGN;

EID: 78649258184     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000140     Document Type: Article

References (25)

1. Abdalla, H. (2002). " Evaluation of deflection in concrete members reinforced with fiber reinforced polymer (FRP) bars.." Compos. Struct. COMSE2 0263-8223, 56 (1), 63-71. 10.1016/S0263-8223(01)00188-X (Pubitemid 34268182)
2. American Concrete Institute (ACI). (2004). " Guide test methods for fiber reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.." ACI 440.3R-04, Farmington Hills, Mich.
3. American Concrete Institute (ACI). (2006). " Guide for the design and construction of concrete reinforced with FRP bars.." ACI 440.1R-06, Farmington Hills, Mich.
4. American Concrete Institute (ACI). (2008). " Building code requirements for structural concrete and commentary.." ACI 318-08 and ACI 318R-08, Farmington Hills, Mich.
5. Bischoff, P. H. (2007). " Deflection calculation of FRP reinforced concrete beams based on modifications to the existing Branson equation.." J. Compos. Constr. JCCOF2 1090-0268, 11 (1), 4-14. 10.1061/(ASCE)1090-0268(2007) 11:1(4) (Pubitemid 46121707)
6. Canadian Standards Association (CSA). (2002). " Design and construction of building components with fibre-reinforced polymers.." CSA Standard S806-02, Rexdale, Ont., Canada.
7. Canadian Standards Association (CSA). (2004). " Design of concrete structures.." CSA Standard A23.3-04, Rexdale, Ont., Canada.
8. Canadian Standards Association (CSA). (2006). " Canadian highway bridge design code.." CSA Standard S6-06, Rexdale, Ont., Canada.
9. Carmo, R. N. F., and Lopes, S. M. (2006). " Required plastic rotation of RC beams.." Proc. Inst. Civ. Eng., Struct. Build. PCESEL 0965-0911, 159 (2), 77-86. 10.1680/stbu.2006.159.2.77
10. El-Salakawy, E. F., and Benmokrane, B. (2004). " Serviceability of concrete bridge deck slabs reinforced with FRP composite bars.." ACI Struct. J. ASTJEG 0889-3241, 101 (5), 727-736.
11. Grace, N. F., Soliman, A. K., Abdel-Sayed, G., and Saleh, K. R. (1998). " Behavior and ductility of simple and continuous FRP reinforced beams.." J. Compos. Constr. JCCOF2 1090-0268, 2 (4), 186-194. 10.1061/(ASCE)1090-0268(1998)2:4(186)
12. Gravina, R. J., and Smith, S. T. (2008). " Flexural behaviour of indeterminate concrete beams reinforced with FRP bars.." Eng. Struct. ENSTDF 0141-0296, 30 (9), 2370-2380. 10.1016/j.engstruct.2007.12.019
13. Habeeb, M. N., and Ashour, A. F. (2008). " Flexural behavior of continuous GFRP reinforced concrete beams.." J. Compos. Constr. JCCOF2 1090-0268, 12 (2), 115-124. 10.1061/(ASCE)1090-0268(2008)12:2(115) (Pubitemid 351399382)
14. ISIS Canada. (2007). " Reinforcing concrete structures with fibre reinforced polymers.." Design manual no. 3, Winnipeg, Canada.
15. Mota, C., Alminar, S., and Svecova, D. (2006). " Critical review of deflection formulas for FRP reinforced concrete.." J. Compos. Constr. JCCOF2 1090-0268, 10 (3), 183-194. 10.1061/(ASCE)1090-0268(2006)10:3(183) (Pubitemid 43970087)
16. Pultrall Inc. (2009). " V-ROD-Technical data sheet.." ADS Composites Group Inc., 〈 http://www.pultrall.com 〉 (Jan. 1, 2010).
17. Rasheed, H. A., Nayal, R., and Melhem, H. (2004). " Response prediction of concrete beams reinforced with FRP bars.." Compos. Struct. COMSE2 0263-8223, 65 (2), 193-204. 10.1016/j.compstruct.2003.10.016 (Pubitemid 38728621)
18. Razaqpur, A. G., and Mostofinejad, D. (1999). " Experimental study for shear behavior of continuous beams reinforced with carbon fiber reinforced polymer.." Proc., 4th Int. Symp., Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, American Concrete Institute, Farmington Hills, Mich., 169-178.
19. Razaqpur, A. G., Svecova, D., and Cheung, M. S. (2000). " Rational method for calculating deflection of fiber-reinforced polymer reinforced beams.." ACI Struct. J. ASTJEG 0889-3241, 97 (1), 175-185.
20. Scholz, H. (1993). " Contribution to redistribution of moments in continuous reinforced concrete beams.." ACI Struct. J. ASTJEG 0889-3241, 90 (2), 150-155.
21. Theriault, M., and Benmokrane, B. (1998). " Effects of FRP reinforcement ratio and concrete strength on flexural behavior of concrete beams.." J. Compos. Constr. JCCOF2 1090-0268, 2 (1), 7-16. 10.1061/(ASCE)1090-0268(1998)2:1(7)
22. Toutanji, H. A., and Saafi, M. (2000). " Flexural behaviour of concrete beams reinforced with glass fiber-reinforced polymer (GFRP) bars.." ACI Struct. J. ASTJEG 0889-3241, 97 (5), 712-719.
23. Vijay, P. V., and GangaRao, H. V. (2001). " Bending behaviour and deformability of glass fiber-reinforced polymer reinforced concrete members.." ACI Struct. J. ASTJEG 0889-3241, 98 (6), 834-842.
24. Yost, J. R., and Gross, S. P. (2002). " Flexure design methodology for concrete beams reinforced with fiber-reinforced polymers.." ACI Struct. J. ASTJEG 0889-3241, 99 (3), 308-316.
25. Yost, J. R., Gross, S. P., and Dinehart, D. W. (2003). " Effective moment of inertia for glass fiber-reinforced polymer-reinforced concrete beams.." ACI Struct. J. ASTJEG 0889-3241, 100 (6), 732-739.