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All issues Volume 533 (2024) E3S Web Conf., 533 (2024) 02029 References
Open Access
Issue
E3S Web Conf.
Volume 533, 2024
XXVII International Scientific Conference on Advance in Civil Engineering “Construction the Formation of Living Environment” (FORM-2024)
Article Number 02029
Number of page(s) 10
Section Reliability of Buildings and Constructions
DOI https://doi.org/10.1051/e3sconf/202453302029
Published online 07 June 2024
  1. Ovchinnikov I.I., Ovchinnikov I.G., Chesnokov G.V., Mikhaldykin E.S.: Analysis of experimental studies on the reinforcement of reinforced concrete structures with polymer composite materials. Part 1. Domestic experiments under static loading Naukovedenie Internet magazine 8(3), 1–29 (2016). http://naukovedenie.ru/PDF/ (free access). [Google Scholar]
  2. Ovchinnikov I.I., Ovchinnikov I.G., Chesnokov G.V, Mikhaldykin E.S.: Analysis of experimental studies on the reinforcement of reinforced concrete structures with polymer composite materials. Part 2. Influence of temperature. Online magazine "Science" 8(4), 1–27 (2016). http://naukovedenie.ru/PDF/01TVN416.pdf (free access). [Google Scholar]
  3. Bykov A.A., Rumyantsev S.D., Birin A.S.: Experimental study of the strength and deformation characteristics of reinforced concrete beams reinforced with carbon fiber. Vestnik PNRPU 2 (22), 112–126 (2016). [Google Scholar]
  4. Grigorieva Ya.E.: The strength and deformability of reinforced concrete beams, reinforced with carbon fiber at a stage close to the exhaustion of the bearing capacity. Vestnik MGSU 8, 181–184 (2011). [Google Scholar]
  5. Bokarev S.A., Kostenko A.N., Smerdov D.N., Nerovnykh A.A.: Experimental studies at low and high temperatures of reinforced concrete specimens reinforced with polymer composite materials. Naukovedenie Internet journal 3(16), 1–9 (2013). [Google Scholar]
  6. Smerdov M.N., Smerdov D.N., Klementyev A.O.: Experimental studies of the strength and deformability of bending reinforced concrete elements reinforced in a compressed and stretched zone with non-metallic composite reinforcement. Transport of the Urals 4, 49–54 (2014). [Google Scholar]
  7. Merkulov S.I., Esipov S.M.: Experimental studies of reinforced concrete elements reinforced with external reinforcement by composite materials. Loleit readings-150. Modern methods for calculating reinforced concrete and stone structures for limiting states 1, 248–252 (2018). [Google Scholar]
  8. Smolyago G.A., Obernikhina Y.L.: Strength and deformation of bended reinforced concrete elements reinforced with carbon fiber. Bulletin of BSTU named after VG. Shukhov 4, 25–38 (2022). [Google Scholar]
  9. Demakos C.B., Repapis C.C., and Drivas D.: Investigation of structural response of reinforced concrete beams strengthened with anchored FRPs. Open Const. Build. Technol. J. 7, 146–157 (2013). [CrossRef] [Google Scholar]
  10. Spyrakos C.C., Maniatakis C.A., Smyrou E., and Psycharis I.N.: FRP strengthened brick-infilled RC frames: an approach for their proper consideration in design. Open Const. Build. Technol. J. 6, 306–324 (2012). [CrossRef] [Google Scholar]
  11. Mitolidis G.J., Salonikios T.N., Kappos and A.J.: Mechanical and bond characteristics of SRP and CFRP reinforcement-a comparative research. Open Const. Build. Technol. J. 2, 207–216 (2008). [CrossRef] [Google Scholar]
  12. Arduini M., Nanni A.: Behaviour of pre-cracked R.C. beams strengthened with carbon FRP sheets. ASCE Journal of Composites for Construction 1(2), 63–70 (1997). [CrossRef] [Google Scholar]
  13. Norris T., Saadatmanesh H., and Ehsani M.R.: Shear and flexural strengthening of R/C beams with carbon fiber sheets. ASCE.J. Struct. 123, 903–911 (1997). [CrossRef] [Google Scholar]
  14. Richardson, T., Fam, A.: Modulus effect of bonded CFRP laminates used for repairing preyield and postyield cracked concrete beams. J. Compos. Constr. 18(4), 30–54 (2014). [CrossRef] [Google Scholar]
  15. Fayyadh M.M., Abdul Razak H. : Assessment of effectiveness of CFRP repaired RC beams under different damage levels based on flexural stiffness. Constr. Build. Mater. 37, 125–134 (2012). [CrossRef] [Google Scholar]
  16. Cao G., Fang Z., Wu J.: Experimental study on RC beams strengthened with FRP laminates. Build. Struct. 35, 214–225 (2005). [Google Scholar]
  17. Wang T., Chang Y: Experimental research on the flexural behavior of RC beams strengthened by NSM CFRP sheets. J. Wuhan Univ. Technol. 31, 5–15 (2009). [Google Scholar]
  18. Shin Y.S., Lee C.: Flexural behavior of RC beams strengthened with carbon fiber-reinforced polymer laminates at different levels of sustaining load. ACI Struct. J. 100, 231–239 (2003). [Google Scholar]
  19. Wenwei W., Guo L.: Experimental study and analysis of RC beams strengthened with CFRP laminates under sustaining load. Int. J. Solids Struct. 43, 1372–1387 (2006). [CrossRef] [Google Scholar]
  20. Wang W., Zhao G., Huang C., Ren H.: An experimental study of strengthening of initially loaded reinforced concrete beams using CFRP sheets. Eng. Mech. 21, 7–19 (2004). [CrossRef] [Google Scholar]
  21. Wang W., Zhao G., Huang C.: An experimental study of RC beams strengthened with CFRP sheets under simulated continuous traffic loads. Eng. Mech. 23, 6–21 (2006). [CrossRef] [Google Scholar]
  22. Shahawy M., Chaallal O., Thomas E.B., Adnan E.: Flexural strengthening with carbon fiber-reinforced polymer composites of preload full-scale girders. ACI Structural Journal 98(5), 735–743 (2001). [Google Scholar]
  23. Bonacci J.F., Maalej M.: Externally bonded fiber-reinforced polymer for rehabilitation of corrosion damaged concrete beams. ACI Structural Journal 97(5), 703–711 (2000). [Google Scholar]
  24. Smolyago G.A., Zhdanov A.E., Obernikhina Y.L.: Influence of Reinforcement Load Level on Bearing Capacity of RC Beams Externally Reinforced with CFRP. Reinforced concrete structures 3(3), 49–61 (2023). [CrossRef] [Google Scholar]

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