Mehran University Research Journal Of Engineering &
Technology (HEC Recognized In Category "X")
Publishing Since 1982.



For Authors
For Readers
Article Information  
Effect of Surface Texture on Bond Strength of GFRP Rebar in Concrete

Keywords: GFRP, Bond, Bonded Length, Fracture Process Zone,

Mehran University Research Journal of Engineering & Technology

Volume 30 ,  Issue 1

Riaz  Ahmad  Goraya , Kamal   Ahmed , Muhammad  Akram Tahir ,

References
1. Abrishami, H.H., and Mitchell, D., "Analysis of Bond Stress Distributions in Pullout Specimens", Journal of Structural Engineering ASCE, Volume 122, No. 3, Paper No. 10368, pp 255-261, 1996.
2. Ahmed, K., Siddiqi, Z.A., and Ashraf, M., "Effect of Cover and Development Length of Twisted Steel on Bond Stress and Slip Relationship for High Strength Concrete", Pakistan Journal of Engineering and Applied Sciences, Volume 2, pp. 79-88, 2009.
3. Ahmed, K., Siddiqi, Z.A., and Yousaf, M., "Slippage of Steel in High and Normal Strength Concrete", Pakistan Journal of Engineering and Applied Sciences, Volume 1, pp. 31-40, 2007.
4. Tastani, S.P., Pantazopoulou, S.J., "Experimental Evaluation of the Direct Tension Pullout Bond Test", Bond in Concrete from Research to Standards, Budapest, Hungary, 2002.
5. Tastani, S.P., and Pantazopoulou, S.J., "Bond of GFRP Bars in Concrete: Experimental Study and Analytical Interpretation", Journal of Structural Engineering ASCE, Volume 10, No. 5, Paper No. 17521, pp. 381-391, 2006.
6. Tighiouart, B., and Benmokrane, D., "Investigation of Bond in Concrete Member with Fiber Reinforced Polymer (FRP) Bars", Construction and Building Materials, Volume 12, pp. 453-462, 1998.
7. Tue, N.V., and Krumbach, R., "Description of Bond Between a New Developed Reinforcing Steel and High Strength Concrete", LACER, No. 2, pp. 171-189, 1997.
8. Mo, Y.L., and Chan, J., "Bond and Slip of Plain Rebars in Concrete", Journal of Materials in Civil Engineering, Volume l8, No. 4, pp. 208-211, 1996.
9. Weisse, D., and Holschemacher, K., "Some Aspects About the Bond of Reinforcement in UHSC", LACER, No. 8, pp. 251-261, 2003.
10. Wang, X., and liu, X., "A Strain Softening Model for Steel- Concrete Bond", Cement and Concrete Research, Volume 33, pp. 1669-1673, 2003.
11. Sener, S., and Bazant, Z.P., "Size Effect on Failure of Bond Splices of Steel Bars in Concrete Beams", Journal of Structural Engineering ASCE, Volume 125, No. 6, Paper No. 17521, pp. 653-660, 1999.
12. Ma, J., Schneider, H., and Donnecke, C., "Preliminary Study on Fracture Behavior of Ultra High Strength Concrete", LACER No. 7, pp. 281-290, 2002.
13. ACI 408R-03, "Bond and Development of Straight Reinforcing Bars in Tension", Reported by ACI Committee 408, pp. 4-7, 2003.
14. Ahmed, K., Siddiqi, Z.A., and Ghaffar, A., "Comparison of Bond Behaviour of Hot Rolled and Cold Twisted Steel Reinforcement in High Strength Concrete", Mehran University Research Journal of Engineering and Technology, [ISSN 0254-7821] Volume 27, pp. 365-377, Jamshoro, Pakistan, 2008.
15. Ahmed, K., Siddiqi, Z.A., Ghaffar, A., and Saleem, M., "Bond Behavior of Twisted Steel in High Strength Concrete", Proceedings of International Conference on Cement Based Materials ACBM-ACI [ISBN No:978-969-546-016-0], Volume 2, pp. 1011-1022, Lahore, Pakistan, 11-14 September 2007.
16. ACI 446.1 R-91, "Fracture Mechanics of Concrete: Concepts, Models and Determination of Material Properties", Reported