EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 120 (2017) MATEC Web Conf., 120 (2017) 01008 References
Open Access
Issue
MATEC Web Conf.
Volume 120, 2017
International Conference on Advances in Sustainable Construction Materials & Civil Engineering Systems (ASCMCES-17)
Article Number 01008
Number of page(s) 10
Section Sustainable Structural Systems
DOI https://doi.org/10.1051/matecconf/201712001008
Published online 09 August 2017
  1. D. Baggio, K. Soudki, and M. Noël, “Strengthening of shear critical RC beams with various FRP systems,” Constr. Build. Mater., vol. 66, pp. 634–644, (2014). [CrossRef] [Google Scholar]
  2. G. C. Manosr, K. Katakalos, M. Theofanous, E. Kozikopoulos, and S. Upgrade, “Experimental And Numerical Investigation Of Rectangular R / C Beams Retrofitted Against Shear Utilizing Frp Strips,” no. pp. 12–14, June, (2013). [Google Scholar]
  3. C. Pellegrino and M. Vasic, “Assessment of design procedures for the use of externally bonded FRP composites in shear strengthening of reinforced concrete beams,” Compos. Part B Eng., vol. 45, no. 1, pp. 727–741, Feb. (2013). [CrossRef] [Google Scholar]
  4. A. A. Shash, “Repair of concrete beams – a case study,” vol. 19, pp. 75–79, (2005). [Google Scholar]
  5. T. C. Triantafillou, “Shear Strengthening of Reinforced Concrete Beams Using Epoxy-Bonded FRP Composites,” no. 95, pp. 107–115, (1999). [Google Scholar]
  6. O. Benjeddou, M. Ben Ouezdou, and A. Bedday, “Damaged RC beams repaired by bonding of CFRP laminates,” vol. 21, pp. 1301–1310, (2007). [Google Scholar]
  7. J. F. Chen and J. G. Teng, “Shear capacity of FRP-strengthened RC beams: FRP debonding,” Constr. Build. Mater., vol. 17, no. 1, pp. 27–41, (2003). [CrossRef] [Google Scholar]
  8. A. Bousselham and O. Chaallal, “Shear Strengthening Reinforced Concrete Beams with Fiber-Reinforced Polymer: Assessment of Influencing Parameters and Required Research,” no. 101, pp. 219–227, (2005). [Google Scholar]
  9. C. Deniaud and J. J. R. Cheng, “Shear Behavior of Reinforced Concrete T-Beams with Externally Bonded Fiber-Reinforced Polymer Sheets,” no. 98, (2001). [Google Scholar]
  10. H. Nikopour and M. Nehdi, “Shear repair of RC beams using epoxy injection and hybrid external FRP,” pp. 1865–1877, (2011). [Google Scholar]
  11. M. R. Islam, “Shear strengthening of RC deep beams using externally bonded FRP systems,” vol. 27, pp. 413–420, (2005). [Google Scholar]
  12. I. a. Bukhari, R. L. Vollum, S. Ahmad, and J. Sagaseta, “Shear strengthening of reinforced concrete beams with CFRP,” Mag. Concr. Res., vol. 62, no. 1, pp. 65–77, Jan. (2010). [CrossRef] [Google Scholar]
  13. A. Mofidi and O. Chaallal, “Tests and Design Provisions for Reinforced-Concrete Beams Strengthened in Shear Using FRP Sheets and Strips,” Int. J. Concr. Struct. Mater., vol. 8, no. 2, pp. 117–128, (2014). [CrossRef] [Google Scholar]
  14. O. Chaallal, “Reinforced-concrete beams retrofi tted in shear,” vol. 15, no. 4, (2014). [Google Scholar]
  15. S. Dirar, J. M. Lees, and C. T. Morley, “Precracked reinforced concrete t-beams repaired in shear with prestressed carbon fiber-reinforced polymer straps,” ACI Struct. J., vol. 110, no. 5, pp. 855–865, (2013). [Google Scholar]
  16. X. Z. Lu, J. F. Chen, L. P. Ye, J. G. Teng, and J. M. Rotter, “RC beams shear-strengthened with FRP: Stress distributions in the FRP reinforcement,” Constr. Build. Mater., vol. 23, no. 4, pp. 1544–1554, Apr. (2009). [CrossRef] [Google Scholar]
  17. A. Mofidi, O. Chaallal, and M. Asce, “Shear Strengthening of RC Beams with Externally Bonded FRP Composites: Effect of Strip-Width-to-Strip-Spacing Ratio,” no. pp. 732–743, October, (2011). [Google Scholar]
  18. C. Pellegrino and C. Modena, “Fiber-reinforced polymer shear strengthening of reinforced concrete beams: Experimental study and analytical modeling,” ACI Struct. J., vol. 103, no. 5, pp. 720–728, (2006). [Google Scholar]
  19. N. Banthia, L. Bisby, R. Britton, R. Cheng, G. Fallis, R. Hutchinson, A. Mufti, K. W. Neale, J. Newhook, K. Soudki, and L. Wegner, “An Introduction to FRP Strengthening of Concrete Structures Composites for Construction,” (2004). [Google Scholar]
  20. A. C. I. Committee, Guide for the Design and Construction of Externally Bonded FRP Systems, (2008). [Google Scholar]
  21. Fib bulliton 14 and T. Group 9.3, Externally bonded FRP reinforcement for RC structures, (2001). [Google Scholar]
  22. A. Bousselham and O. Chaallal, “Behavior of Reinforced Concrete T-Beams Strengthened in Shear with Carbon Fiber-Reinforced Polymer — An Experimental Study,” no. 103, pp. 339–347, (2006). [Google Scholar]
  23. C. Pellegrino and C. Modena, “Fiber Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams with Transverse Steel Reinforcement,” J. Compos. Constr., vol. 6, no. 2, pp. 104–111, May (2002). [CrossRef] [Google Scholar]
  24. A. Mofidi and O. Chaallal, “Shear Strengthening of RC Beams with EB FRP: Influencing Factors and Conceptual Debonding Model,” J. Compos. Constr., vol. 15, no. 1, pp. 62–74, (2011). [CrossRef] [Google Scholar]
  25. J. Sim, G. Kim, C. Park, and M. Ju, “Shear Strengthening Effects with Varying Types of FRP Materials and Strengthening Methods,” pp. 1665–1680. [Google Scholar]
  26. Yazdanbakhsh A, “Shear Behavior of Synthetic Fiber Reinforced Concrete Beams,” MSc Thesis, Univrsity of Sharjah, UAE,(2008) [Google Scholar]
  27. M. Ekenel and J. J. Myers, “Durability performance of RC beams strengthened with epoxy injection and CFRP fabrics,” Constr. Build. Mater., vol. 21, no. 6, pp. 1182–1190, (2007). [CrossRef] [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.