Bond strength improvement of GFRP rebars with different rib geometries

Journal of Zhejiang University: Science A

Volumn 8, Issue 9, 2007, Pages 1356-1365

  Hao, Qing Duo ^a   Wang, Yan Lei ^a   Zhang, Zhi Chun ^a   Ou, Jin Ping ^a,b  

^a HARBIN INSTITUTE OF TECHNOLOGY   (China)

^b DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Bond strength; Concrete; GFRP rebars; Optimal surface configuration; Pullout test; Rib geometries

Indexed keywords

BOND STRENGTH (CHEMICAL); CONCRETES; STEEL; TEXTURES;

EMBEDDED LENGTH; OPTIMAL SURFACE CONFIGURATION; PULLOUT TEST; REBARS;

GLASS FIBER REINFORCED PLASTICS;

EID: 34548235327     PISSN: 1673565X     EISSN: 18621775     Source Type: Journal    
DOI: 10.1631/jzus.2007.A1356     Document Type: Article

References (17)

1. Achillides, Z., Pilakoutas, K., 2004. Bond behavior of fiber reinforced polymer bars under direct pullout conditions. Journal of Composites for Construction, 8(2):173-181. [doi:10.1061/(ASCE)1090-0268(2004)8:2(173)]
2. ACI 440 Committee, 2001. Guide for the Design and Con-Struction of Concrete Reinforced with FRP Bars. American Concrete Institute, Detroit, Michigan, USA.
3. Benmokrane, B., Tighiouart, B., Chaallal, O., 1996. Bond strength and load distribution of composite GFRP reinforcing bars in concrete. ACI Materials Journal, 3:246-253.
4. Benmokrane, B., Zhang, B.R., Chennouf, A., 2000. Tensile properties and pullout behavior of AFRP and CFRP rods for grouted anchor applications. Construction and Building Materials, 14(3):157-170. [doi:10.1016/S0950-0618(00) 00017-9]
5. Cosenza, E., Manfredi, G., Realfonzo, R., 1997. Behavior and modeling of bond of FRP rods to concrete. Journal of Composites for Construction, 1(2):40-51. [doi:10.1061/(ASCE)1090-0268(1997)1:2(40)]
6. CSA (Canadian Standard Association), 2002. CSA S806 02 Design and Construction of Building Components with Fibre Reinforced Polymers. Canadian Standards Association International, Toronto, Canada.
7. Ehsani, M.R., Saadatmanesh, H., Tao, S., 1997. Bond behavior of deformed GFRP rebars. Journal of Composites Materials, 14:1413-1430.
8. Hao, Q.D., Wang, B., Ou, J.P., 2006. Fiber reinforced polymer rebar's application to civil engineering. Concrete, 9:38-40 (in Chinese).
9. Hao, Q.D., Wang, B., Ou, J.P., 2007a. Bond behavior between FRP rebar and concrete. Architecture Technology, 1:15-17 (in Chinese).
10. Hao, Q.D., Zhang, Z.C., Wang, Y.L., Ou, J.P., 2007b. Comparison experimental study on bond behavior of deformed GFRP rebars with different outer surface. FRP/CM, 2:37-39 (in Chinese).
11. Katz, A., Berman, N., 2000. Modeling the effect of high temperature on the bond of GFRP reinforcing bars to concrete. Cement & Concrete Composites, 22(6):433-443. [doi:10.1016/S0958-9465(00)00043-3]
12. Malvar, L.J., Cox, J.V., Bergeron Cochran, K., 2003. Bond between carbon fiber reinforced polymer bars and concrete I: Experimental study. Journal of Composites for Construction, 7(2):154-163. [doi:10.1061/(ASCE)1090-0268(2003)7: 2(154)]
13. Okelo, R., Yuan, R.L., 2005. Bond strength of fiber reinforced polymer rebars in normal strength concrete. Journal of Composites for Construction, 9(3):203-213. [doi:10.1061/(ASCE)1090-0268(2005)9:3(203)]
14. San-José, T.J., Vega, I., Ferreira, A., 2005. Reinforced polymer concrete: Physical properties of the matrix and static/dynamic bond behavior. Cement and Concrete Composites, 27(9-10):934-944. [doi:10.1016/j.cemconcomp. 2005.06.004]
15. San-José, T.J., Manso, J.M., 2006. Fiber-reinforced polymer bars embedded in a resin concrete: Study of both materials and their bond behavior. Polymer Composites, 27(3):315-322. [doi:10.1002/pc.20188]
16. Tighiouart, B., Benmokrane, B., Gao, D., 1998. Investigation of bond in concrete member with fiber reinforced polymer FRP bars. Construction and Building Materials, 12(8):453-162. [doi:10.1016/S0950-0618(98)00027-0]
17. Tighiouart, B., Benmokrane, B., Mukhopadhyaya, P., 1999. Bond strength of glass FRP rebar splices in beams under static loading. Construction and Building Materials, 13(7):383-392. [doi:10.1016/S0950-0618(99)00037-9]