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International Journal of Polymer Science
Volume 2015, Article ID 237231, 9 pages
http://dx.doi.org/10.1155/2015/237231
Research Article

Behavior and Performance of GFRP Reinforced Concrete Columns with Various Types of Stirrups

1Department of Civil Engineering, Faculty of Engineering, Prince of Songkla University, Hat Yai, Songkhla 90112, Thailand
2Program in Landscape Technology, Faculty of Agricultural Technology, Rajamangala University of Technology Thanyaburi, Thanyaburi, Pathum Thani 12110, Thailand

Received 2 August 2015; Revised 5 September 2015; Accepted 9 September 2015

Academic Editor: João M. L. Dos Reis

Copyright © 2015 Woraphot Prachasaree et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. N. S. Paramananthan, Investigation of the behavior of concrete columns reinforced with fiber reinforced plastic rebars [M.S. thesis], Lamar University, Beaumont, Tex, USA, 1993.
  2. N. Kawaguchi, “Ultimate strength and deformation characteristics of concrete members reinforced with AFRP rods under combined axial tension or compression and bending,” in Proceedings of the Interanational Symposium on Fiber Reinforced Plastic Reinforcement for Concrete Structures, Special Publication 138, pp. 671–684, 1993.
  3. K. Kobayashi and T. Fujisaki, “Compressive behavior of FRP reinforcement in non-prestressed concrete members,” in Non-Metallic (FRP) Reinforcement for Concrete Structures: Proceedings of the Second International RILEM, CRC Press, 1995. View at Google Scholar
  4. S. H. Alsayed, Y. A. Al-Salloum, T. H. Almusallam, and M. A. Amjad, “Concrete columns reinforced by glass fibre reinforced plastic rods,” International Concrete Abstracts Portal, vol. 188, pp. 103–112, 1999. View at Google Scholar
  5. H. Y. Leung and C. J. Burgoyne, “Compressive behavior of concrete confined by aramid fibre spirals,” in Proceedings of the International Conference on Structural Engineering Mechanics and Computation, pp. 1357–1346, Cape Town, South Africa, June 2001.
  6. M. K. Sharbatdar, Concrete columns and beams reinforced with FRP bars and grids under monotonic and reversed cyclic loading [Ph.D. thesis], University of Ottawa, Ottawa, Canada, 2003.
  7. U. K. Sharma, P. Bhargava, and S. K. Kaushik, “Behavior of confined high strength concrete columns under axial compression,” Journal of Advanced Concrete Technology, vol. 3, no. 2, pp. 267–281, 2005. View at Publisher · View at Google Scholar · View at Scopus
  8. C. C. Choo, I. E. Harik, and H. Gesund, “Strength of rectangular concrete columns reinforced with fiber-reinforced polymer bars,” ACI Structural Journal, vol. 103, no. 3, pp. 452–459, 2006. View at Google Scholar · View at Scopus
  9. M. Francis and B. Teng, “Strength of short concrete columns reinforced with high modulus glass fibre reinforced polymer bars,” in Proceedings of the 2nd International Structures Specialty Conference, pp. 45.1–45.8, Winnipeg, Canada, June 2010.
  10. E. M. Lotfy, “Behavior of reinforced concrete short columns with fiber reinforced polymers bars,” International Journal of Civil and Structural Engineering, vol. 1, no. 3, pp. 545–557, 2010. View at Google Scholar
  11. H. Tobbi, A. S. Farghaly, and B. Benmokrane, “Concrete columns reinforced longitudinally and transversally with glass fiber-reinforced polymer bars,” ACI Structural Journal, vol. 109, no. 4, pp. 1–8, 2012. View at Google Scholar · View at Scopus
  12. M. Z. Afifi, H. M. Mohamed, and B. Benmokrane, “Axial capacity of circular concrete columns reinforced with GFRP bars and spirals,” Journal of Composites for Construction, vol. 18, no. 1, pp. 363–366, 2014. View at Publisher · View at Google Scholar · View at Scopus
  13. J.-H. Park, B.-W. Jo, S.-J. Yoon, and S.-K. Park, “Experimental investigation on the structural behavior of concrete filled FRP tubes with/without steel re-bar,” KSCE Journal of Civil Engineering, vol. 15, no. 2, pp. 337–345, 2011. View at Publisher · View at Google Scholar · View at Scopus
  14. T. Ozbakkaloglu, J. C. Lim, and T. Vincent, “FRP-confined concrete in circular sections: review and assessment of stress-strain models,” Engineering Structures, vol. 49, pp. 1068–1088, 2013. View at Publisher · View at Google Scholar · View at Scopus
  15. L. Lam and J. G. Teng, “Design-oriented stress-strain model for FRP-confined concrete,” Construction and Building Materials, vol. 17, no. 6-7, pp. 471–489, 2003. View at Publisher · View at Google Scholar · View at Scopus
  16. V. Tamuzs, R. Tepfers, E. Zile, and O. Ladnova, “Behavior of concrete cylinders confined by a carbon composite 3. Deformability and the ultimate axial strain,” Mechanics of Composite Materials, vol. 42, no. 4, pp. 303–314, 2006. View at Publisher · View at Google Scholar
  17. T. Ozbakkaloglu, “Axial compressive behavior of square and rectangular high-strength concrete filled FRP tubes,” Journal of Composites for Construction, vol. 17, no. 1, pp. 151–161, 2013. View at Publisher · View at Google Scholar · View at Scopus
  18. T. Ozbakkaloglu and T. Vincent, “Axial compressive behavior of circular high-strength concrete-filled FRP tubes,” Journal of Composites for Construction, vol. 18, no. 2, Article ID 04013037, 2014. View at Publisher · View at Google Scholar · View at Scopus
  19. D. H. Deitz, I. E. Harik, and H. Gesund, “Physical properties of glass fiber reinforced polymer rebars in compression,” Journal of Composites for Construction, vol. 7, no. 4, pp. 363–366, 2003. View at Publisher · View at Google Scholar · View at Scopus
  20. Y.-F. Wu and L.-M. Wang, “Unified strength model for square and circular concrete columns confined by external jacket,” Journal of Structural Engineering, vol. 135, no. 3, pp. 253–261, 2009. View at Publisher · View at Google Scholar · View at Scopus
  21. R. Realfonzo and A. Napoli, “Concrete confined by FRP systems: confinement efficiency and design strength models,” Composites Part B: Engineering, vol. 42, no. 4, pp. 736–755, 2011. View at Publisher · View at Google Scholar · View at Scopus