Experimental study of bond behaviour between concrete and FRP bars using a pull-out test

Composites Part B: Engineering

Volumn 40, Issue 8, 2009, Pages 784-797

  Baena, Marta ^a   Torres, Lluís ^a   Turon, Albert ^a   Barris, Cristina ^a  

^a UNIVERSITY OF GIRONA   (Spain)

Author keywords

A. Fibres; B. Fibre matrix bond; C. Analytical modelling; D. Mechanical testing

Indexed keywords

ANALYTICAL MODEL; ANALYTICAL MODELLING; B. FIBRE/MATRIX BOND; BOND SLIPS; CONCRETE STRENGTH; EMBEDMENT LENGTH; EXPERIMENTAL STUDIES; FIBRE REINFORCED POLYMERS; FIBRE/MATRIX BOND; FRP BAR; PULL-OUT; PULL-OUT TEST; REINFORCING BAR; STEEL REBARS;

COMPUTER SIMULATION; FIBER REINFORCED PLASTICS; FIBERS; MECHANICAL ENGINEERING; MODELS; REINFORCED CONCRETE; REINFORCED PLASTICS;

MECHANICAL TESTING;

EID: 71249154813     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2009.07.003     Document Type: Article

References (31)

1. Kanakubo T, Yonemaru K, Fukuyama H, Fujisawa M, Sonobe Y. Bond performance of concrete members reinforced with FRP bars. In: Nanni A, Dolan CW, editors. ACI international symposium on FRP reinforcement for concrete structures, ACI SP-138, September 1, 1993, Vancouver; 1993. p.767-88.
2. Larralde J., and Silva-Rodriguez R. Bond and slip of FRP rebars in concrete. ASCE J Mater Civil Eng 5 1 (1993) 30-40
3. Benmokrane B., Tighiouart B., and Chaallal O. Bond strength and load distribution of composite GFRP reinforcing bars in concrete. ACI Mater J 93 3 (1996) 246-253
4. Makitani E, Irisawa I, Nishiura N. Investigation of bond in concrete member with fibre reinforced plastic bars. In: Nanni A, Dolan CW, editors. ACI International symposium on FRP reinforcement for concrete structures, ACI SP-138, September 1, 1993, Vancouver; 1993. p. 315-32.
5. Itoh S., Maruyama T., and Nishiyama H. Study of bond characteristics of deformed fiber reinforced plastic rods. Proc Jpn Concrete Inst 11 1 (1998) [in Japanese]
6. EUROCRETE Project. The development of non-ferrous reinforcement for concrete structures. Final Report, 1997. Prepared by Euro-Projects (LTTC) Ltd.
7. Achillides Z., and Pilakoutas K. Bond behaviour of fiber reinforced polymer bars under direct pullout conditions. ASCE J Composor Constr 8 2 (2004) 173-181
8. Achillides, Z. Bond behaviour of FRP bars in concrete. PhD thesis, Centre for Cement and Concrete, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Sheffield, UK; 1998.
9. Chaallal O., and Benmokrane B. Pullout and bond of glass-fibre rods embedded in concrete and cement grout. Mater Struct 26 3 (1993) 165-175
10. Tepfers R. Bond clause proposal for FRP-bars/rods in concrete based on CEB/FIP Model Code 90. Part 1: design bond stress for FRP reinforcing bars. Struct Concrete 7 2 (2006) 47-55
11. Nanni A, Al-Zaharani MM, Al-Dulaijan SU, Bakis CE, Boothby TE. Bond of reinforcement to concrete - experimental results. In: Taerwe L, editor. Proceedings of second international RILEM symposium (FRPRCS-2). London: E and FN Spon; 1995b. p. 114-17.
12. Malvar LJ. Bond stress-slip characteristics of FRP rebars. Technical Report TR-2013-SHR, Naval Facilities Engineering Service Center, Port Hueneme, California, CA 93043-4328; February 1994, p.45.
13. Tighiouart B., Benmokrane B., and Gao D. Investigation of bond in concrete member with fibre reinforced polymer (FRP) bars. Construct Build Mater 12 (1998) 453-462
14. Cosenza E., Manfredi G., and Realfonzo R. Behavior and modeling of bond of FRP rebars to concrete. ASCE J Compos Constr 1 2 (1997) 40-51
15. Belarbi A, Wang H. bond-slip response of FRP reinforcing bars in fiber reinforced concrete under direct pullout. In: Proceedings of ICFRC-international conference on fiber composites, high performance concretes and smart materials, Chennai, India, January 2004. p. 409-19.
16. Eligehausen R, Popov EP, Bertero VV. Local bond stress-slip relationships of deformed bars under generalized excitations. Report No. 83/23, EERC, University of California, Berkeley; 1983.
17. Cosenza E, Manfredi G, Realfonzo R. Analytical modelling of bond between FRP reinforcing bars and concrete. In: Taerwe L, editor. Proceedings of second international RILEM symposium (FRPRCS-2). London: E and FN Spon; 1995. p. 164-71.
18. Rossetti V.A., Galeota D., and Giammatteo M.M. Local bond stress-slip relationships of glass fibre reinforced plastic bars embedded in concrete. Mater Struct 28 6 (1995) 340-344
19. Cosenza E., Manfredi G., and Realfonzo R. Development length of FRP straight rebars. Composites B 33 7 (2002) ; 493-504
20. FIB. Bond of reinforcement in concrete, State-of-art Report, Bulletin 10, fib-International Federation for Concrete Task Group Bond Models, Lausanne, Switzerland; 2000.
21. Focacci F., Nanni A., and Bakis C.E. Local bond-slip relationship for FRP reinforcement in concrete. ASCE J Compos Constr 4 1 (2000) 24-31
22. Pecce M., Manfredi G., Realfonzo R., and Cosenza E. Experimental and analytical evaluation of bond properties of GFRP bars. ASCE J Mater Civil Eng 13 4 (2001) 282-290
23. Aiello A.M., Leone M., and Pecce M. Bond performances of FRP rebars-reinforced concrete. ASCE J Mater Civil Eng 19 3 (2007) 205-213
24. ACI 440.3R-04. Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures, ACI Committee 440, American Concrete Institute, Farmington Hills, Michigan, USA; 2004.
25. CSA S806-02. Design and construction of building components with fibre-reinforced polymers. Canada: Canadian Standards Association; 2002.
26. Al-Mahmoud F., Castel A., François R., and Tourneur C. Effect of surface pre-conditioning on bond of carbon fibre reinforced polymer rods to concrete. Cement Concrete Comp 29 9 (2007) 677-789
27. CEB-FIP, Model Code 1990, Comité Euro-International de Béton. London: Thomas Telford Services Ltd.
28. Malvar L.J. Tensile and bond properties of GFRP reinforcing bars. ACI Mater J 92 3 (1995) 276-285
29. Malvar L.J., Cox J.V., and Cochran K.B. Bond between carbon fiber reinforced polymer bars and concrete. I. Experimental study. ASCE J Comp Construct 7 2 (2003) 154-163
30. RILEM. Bond test for reinforcing steel 2: pullout test. Recommendation RC6, E and FN Spon; 1983. p. 218-9.
31. Bazant Z.P., and Sener S. Size effect in pullout tests. ACI Mater J 85 5 (1988) 347-351