Open Access
Issue
MATEC Web of Conferences
Volume 47, 2016
The 3rd International Conference on Civil and Environmental Engineering for Sustainability (IConCEES 2015)
Article Number 02002
Number of page(s) 8
Section Structure, Solid Mechanics and Numerical Modelling
DOI https://doi.org/10.1051/matecconf/20164702002
Published online 01 April 2016
  1. T. Gosbell and R. Meggs, West Gate bridge approach spans FRP strengthening Melbourne, Australia, IABSE Symposium Report, International Association for Bridge and Structural Engineering, 55-60, (2002). [Google Scholar]
  2. T.C Triantafillou and C.P. Antonopoulos, Design of concrete flexural members strengthened in shear with FRP, J. of Composites for Construction, 4(4), 198-205, (2000). [CrossRef] [Google Scholar]
  3. D. Kachlakev and D.D. McCurry, Behavior of full-scale reinforced concrete beams retrofitted for shear and flexural with FRP laminates, Composites Part B: Engineering, 31(6-7), 445-452, (2000). [CrossRef] [Google Scholar]
  4. J. Dong, Q. Wang and Z. Guan, Structural behaviour of RC beams with external flexural and flexural–shear strengthening by FRP sheets, Composites Part B: Engineering, 44(1), 604-612, (2013). [CrossRef] [Google Scholar]
  5. J.W. Zhang, Z.T. Lu and H. Zhu, Experimental study on the behaviour of RC torsional members externally bonded with CFRP, Proc. of the Int. Conf. on FRP Composites in Civil Engineering, 1, 713-722, (2001). [Google Scholar]
  6. A. Ghobarah, M. Ghorbel and S. Chidiac, Upgrading torsional resistance of reinforced concrete beams using fiber-reinforced polymer, J. of Composites for Construction, 6(4), 257-263, (2002). [CrossRef] [Google Scholar]
  7. M. Ameli, H.R. Ronagh, M.A. Bradforf and B. Uy, Numerical predictions for the ultimate torque capacity of FRP strengthened reinforced concrete beams, Proc. of FRP Composites in Civil Engineering, Balkema, 579-585, (2005). [Google Scholar]
  8. M. Ameli and H.R. Ronagh, Analytical method for evaluating ultimate torque of FRP strengthened reinforced concrete beams, J. of Composites for Construction, 11, 384-390, (2007). [CrossRef] [Google Scholar]
  9. M. Ameli, H.R. Ronagh and P.F. Dux, Behavior of FRP strengthened reinforced concrete beams under torsion, J. of Composites for Construction, 11, 192-200, (2007). [CrossRef] [Google Scholar]
  10. A.K. Hii and R. Al-Mahaidi, Experimental investigation on torsional behavior of solid and boxsection RC beams strengthened with CFRP using photogrammetry, J. of Composites for Construction, 10, 321-329, (2006). [CrossRef] [Google Scholar]
  11. R. Al-Mahaidi and A.K. Hii, Bond behaviour of CFRP reinforcement for torsional strengthening of solid and box-section RC beams, Composites Part B: Engineering, 38, 720-731, (2007). [CrossRef] [Google Scholar]
  12. A.K. Hii and R. Al-Mahaidi, Torsional capacity of CFRP strengthened reinforced concrete beams, J. of Composites for Construction, 11, 71-80, (2007). [CrossRef] [Google Scholar]
  13. C.E. Chalioris, Behavioural model of FRP strengthened reinforced concrete beams under torsion, Asia-Pacific Conf. on FRP in Structures, Hong Kong, (2007). [Google Scholar]
  14. C.E Chalioris, Torsional strengthening of rectangular and flanged beams using carbon fibrereinforced-polymers-experimental study, Construction and Building Materials, 22(1), 21-29, (2008). [CrossRef] [Google Scholar]
  15. A. Deifalla and A. Ghobarah, Strengthening RC T-beams subjected to combined torsion andshear using FRP fabrics-experimental study, J. of Composites for Construction, 14, 301-311, (2010). [CrossRef] [Google Scholar]
  16. fib Bulletin 14, Externally Bonded FRP Reinforcement for RC Structures, Lausanne, (2001). [Google Scholar]
  17. ACI 318-08, Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Michigan, (2010). [Google Scholar]
  18. Australian Standard, Concrete Structures, Standards Association of Australia, Sydney, (2009). [Google Scholar]
  19. BS 8110, Structural Use of Concrete Part 2, Code of Practice for Special Circumstances, British Standards Institution, London, (1985). [Google Scholar]

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