Bond strength of glass fiber reinforced polymer ribbed rebars in normal strength concrete

Construction and Building Materials

Volumn 23, Issue 2, 2009, Pages 865-871

  Hao, Qingduo ^a   Wang, Yanlei ^b   He, Zheng ^c   Ou, Jinping ^a,b  

^a HARBIN INSTITUTE OF TECHNOLOGY   (China)

^b DALIAN UNIVERSITY OF TECHNOLOGY   (China)

^c NORTHEASTERN UNIVERSITY   (China)

Author keywords

Bond strength; Concrete; GFRP ribbed rebars; Optimal rib geometry; Pullout test

Indexed keywords

ABS RESINS; BOND STRENGTH (MATERIALS); CONCRETE CONSTRUCTION; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; GLASS; GLASS FIBERS; POLYMERIC GLASS; POLYMERS; REINFORCED PLASTICS;

BOND BEHAVIORS; BOND FAILURES; BOND STIFFNESSES; BOND STRENGTH; BOND STRENGTHS; DESIGN RECOMMENDATIONS; FIBER REINFORCED POLYMERS; GFRP RIBBED REBARS; NORMAL STRENGTH CONCRETES; OPTIMAL RIB GEOMETRY; PULLOUT TEST; RELATIVE RIB AREAS; RIB GEOMETRIES; RIB HEIGHTS; TEST RESULTS;

STRENGTH OF MATERIALS;

EID: 54349112642     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2008.04.011     Document Type: Article

References (15)

1. American Concrete Institute. Guide for the design and construction of concrete reinforced with FRP bars. ACI 440.1R-06, Detroit (MI); 2006.
2. Hassoun M.N. Design of reinforced concrete structures (1985), PWS publishers, USA p. 14-182
3. Hamad B.S. Bond strength improvement of reinforcing bars with specially designed rib geometries. ACI Struct J 92 1 (1995) 3-13
4. Hamad B.S. Comparative bond strength of coated and uncoated bars with different rib geometries. ACI Mater J 92 6 (1995) 579-590
5. Darwin D., and Graham E.K. Effect of deformation height and spacing on bond strength of reinforcing bars. ACI Struct J 90 6 (1993) 646-657
6. Cairns J., and Bin Abdullah R. Bond strength of black and epoxy-coated reinforcement-a theoretical approach. ACI Mater J 93 4 (1996) 362-369
7. Qingduo H., Yanlei W., Zhichun Z., and Jinping O. Bond strength improvement of GFRP rebars with different rib geometries. J Zhejiang Univer Sci A 8 9 (2007) 1356-1365
8. Okelo R., and Yuan R.L. Bond strength of fiber reinforced polymer rebars in normal strength concrete. J Compos Construct 6 2 (2005) 203-213
9. Malvar L.J., Cox J.V., and Bergeron Cochran K. Bond between carbon fiber reinforced polymer bars and concrete I: experimental study. J Compos Construct 7 2 (2003) 154-163
10. Achillides Z., and Pilakoutas K. Bond behavior of fiber reinforced polymer bars under direct pullout conditions. J Compos Construct 8 2 (2004) 173-181
11. Malvar L.J. Tensile and bond properties of GFRP reinforcing bars. ACI Mater J 92 3 (1995) 276-285
12. Katz A. Bond mechanism of FRP rebars to concrete. Mater Struct 32 (1999) 761-768
13. Ehsani M.R., Saadatmanesh H., and Tao S. Bond behavior of deformed GFRP rebars. J Compos Mater 31 14 (1997) 1413-1430
14. Tighiouart B., Benmokrane B., and Gao D. Investigation of bond in concrete member with fiber reinforced polymer FRP bars. Construct Build Mater 14 (1999) 383-392
15. Canadian Standards Association. Design and construction of building components with fibre-reinforced polymers. CSA: S806-02. p. 106-15.