Strength and serviceability performance of beams reinforced with GFRP bars in flexure

Construction and Building Materials

Volumn 21, Issue 8, 2007, Pages 1709-1719

  Saikia, Biswarup ^a   Kumar, Phanindra ^a   Thomas, Job ^a   Rao, K S Nanjunda ^a   Ramaswamy, Ananth ^a  

^a INDIAN INSTITUTE OF SCIENCE   (India)

Author keywords

Crack width; Deflection; Flexure; GFRP

Indexed keywords

BUILDING MATERIALS; DURABILITY; ELASTIC MODULI; MATHEMATICAL MODELS; REINFORCED CONCRETE; STEEL;

ANALYTICAL MODEL; CRACK WIDTH; FLEXURE; GFRP REINFORCED BEAMS; STRENGTH ASSESSMENT;

GLASS FIBER REINFORCED PLASTICS;

EID: 33847686446     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2006.05.021     Document Type: Article

References (19)

1. Nawy E.G., and Neuwerth G.E. Fiberglass reinforced concrete slabs and beams. J Struct Div, ASCE 103 ST2 (1977) 421-440
2. Theriault M., and Benmokrane B. Effect of FRP reinforcement ratio and concrete strength on flexural behavior of concrete beams. J Compos Constr, ASCE 2 1 (1988) 7-16
3. Saadatmanesh H., and Ehsani M.R. Fiber composite bars for reinforced construction. J Compos Mat 25 2 (1991) 188-203
4. Shapria A., and Bank L.C. Constructability and economics of FRP reinforced cages for concrete beams. J Compos Constr, ASCE 1 3 (1997) 82-89
5. Nanni A. Flexural behavior and design of RC members using FRP reinforcement. J Struct Engg, ASCE 119 11 (1993) 3344-3355
6. Yost J.R., Gross S.P., and Dinehart D.W. Shear strength of normal strength concrete beams reinforced with deformed GFRP bars. J Compos Constr, ASCE 5 4 (2001) 268-275
7. Razaqpur A.G., Svecova D., and Cheung M.S. Rational method for calculating deflection of fiber reinforced polymer reinforced beams. ACI Struct J 97 1 (2000) 175-184
8. Kumar LK, Ramaswamy A, Rao KSN. Behavior of reinforced SFRC beams in flexure and shear. In: Proceedings of the national conference on advances in civil engineering, Kharapur, India, 2002. p. 1151-7.
9. CSA S806. Design and construction of building components with fiber reinforced polymers - S806-02. Canadian Standards Association, Rexdale, Ont, Canada, 2002.
10. ACI 440. Guide for design and construction of concrete reinforced with FRP bars-ACI 440.1R-01. American Concrete Institute, Farmington Hills, Mich, 2001.
11. JSCE. Recommendation for design and construction of concrete structures using continuous fiber reinforced materials (1997), Japan Society of Civil Engineers, Tokyo
12. Sonobe Y., Fukuyama H., Okamoto T., Kani N., Kimura K., Kobayashi K., et al. Design guidelines of FRP reinforced concrete building structures. J Compos Constr, ASCE 1 3 (1997) 90-115
13. Xiao J., Li J., and Zha Q. Experimental study on bond behavior between FRP and concrete. Constr Build Mat, ELSEVIER. 18 (2004) 745-752
14. Orozco A.L., and Maji A.K. Energy release in fiber reinforced plastic reinforced concrete beams. J Compos Constr, ASCE 8 1 (2004) 52-58
15. Thiagarajan G. Experimental and analytical behavior of carbon fiber based rods as flexural reinforcement. J Compos Constr, ASCE 7 1 (2003) 64-72
16. IS 456. Plain and Reinforced concrete-code of practice. Bureau of Indian Standards, New Delhi, India, 2000.
17. Zhuang Y.P., Jiang J.J., Jing S.Y., and Ye Z.M. Basic elements of design for steel reinforced concrete structures (1990), Earthquake Press, Beijing, China
18. Stratford T.J., and Burgoyne C.J. Crack based analysis of concrete with brittle reinforcement. Mag Concr Res 54 5 (2002) 321-332
19. Tountanji H.A., and Saafi M.M. Flexure Behavior of concrete beams reinforced with glass fiber-reinforced polymer (GFRP) bars. ACI Struct J 97 5 (2000) 712-719