Open Access
MATEC Web Conf.
Volume 103, 2017
International Symposium on Civil and Environmental Engineering 2016 (ISCEE 2016)
Article Number 02015
Number of page(s) 8
Section Structure, Solid Mechanics and Computational Engineering
Published online 05 April 2017
  1. C. Mikami, H.C. Wu and A. Elarbi, Effect of hot temperature on pull-off strength of FRP bonded concrete, Constr. Build. Mater., 91, 180–186 (2015) [CrossRef] [Google Scholar]
  2. S.R. Abdullah, Fibre reinforced polymer rehabilitation of alkali aggregate reaction-damaged concrete structures, PhD Thesis, Monash University, Australia (2013) [Google Scholar]
  3. N. Ali, A.A.A. Samad, N. Mohamad and J. Jayaprakash, Shear behaviour of pre-cracked continuous beam repaired using externally bonded CFRP strips, Procedia Eng., 53, 129–144 (2013) [CrossRef] [Google Scholar]
  4. D. De Domenico, P. Fuschi, S. Pardo and A.A. Pisano, Strengthening of steel-reinforced concrete structural elements by externally bonded FRP sheets and evaluation of their load carrying capacity, Compos. Struct., 118, 377–384 (2014) [CrossRef] [Google Scholar]
  5. S. Shahidan, S. Salwa, M. Zuki, C.K. Keong and J. Jayaprakash, Repaired of fire-damaged concrete-filled double skin steel tubular (CFDST) columns with fiber reinforced polymer (FRP), ARPN J. Eng. Appl. Sci., 11(6), 3718–3725, (2016) [Google Scholar]
  6. S. Shahidan, S.S.M. Zuki and N. Jamaluddin, Damage grading system for severity assessment on concrete structure, Case Stud. Constr. Mater., 5, 79–86 (2016) [CrossRef] [Google Scholar]
  7. S. Ma, N. M. Bunnori and K.K. Choong, Behavior of reinforced concrete box beam strengthened with CFRP U-wrap strips under torsion, MATEC Web of Conferences, 47, 02002 (2016) [CrossRef] [EDP Sciences] [Google Scholar]
  8. E. Choi, B.S. Cho, J.S. Jeon and S.J. Yoon, Bond behavior of steel deformed bars embedded in concrete confined by FRP wire jackets, Constr. Build. Mater., 68, 716–725 (2014) [CrossRef] [Google Scholar]
  9. M. Batikha and F. Alkam, The effect of mechanical properties of masonry on the behavior of FRP-strengthened masonry-infilled RC frame under cyclic load, Compos. Struct., 134, 513–522 (2015) [CrossRef] [Google Scholar]
  10. H. Mazaheripour and J.A.O. Barros, Tension-stiffening model for FRC reinforced by hybrid FRP and steel bars, 88, 162–181 (2016) [Google Scholar]
  11. U.S. Camli and B. Binici, Strength of carbon fiber reinforced polymers bonded to concrete and masonry, Constr. Build. Mater., 21(7), 1431–46 (2007) [CrossRef] [Google Scholar]
  12. L. De Lorenzis, B. Miller and A. Nanni, Bond of fiber-reinforced polymer laminates to concrete, ACI Mater. J., 98(3), 256–264 (2001) [Google Scholar]
  13. K.V. Subramaniam, C. Carloni and L. Nobile, Width effect in the interface fracture during shear debonding of FRP sheets from concrete, Eng. Fract. Mech., 74(4), 578–594 (2007) [CrossRef] [Google Scholar]
  14. S.K. Woo and Y. Lee, Experimental study on interfacial behavior of CFRP bonded concrete, KSCE J. Civ. Eng., 14(3), 385–93 (2010) [CrossRef] [Google Scholar]
  15. T. Xu, Z.J. He, C.A. Tang, W.C. Zhu and P.G. Ranjith, Finite element analysis of width effect in interface debonding of FRP plate bonded to concrete, Finite Elem. Anal. Des., 93(C), 30–41 (2015) [CrossRef] [Google Scholar]
  16. N. Moshiri, A. Hosseini and D. Mostofinejad, Strengthening of RC columns by longitudinal technique, Constr. Build. Mater., 79, 318–325 (2015) [Google Scholar]
  17. A. Napoli, G. de Felice, S. De Santis and R. Realfonzo, Bond behaviour of steel reinforced polymer strengthening systems, Compos. Struct., 152, 499–515 (2016) [CrossRef] [Google Scholar]

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