Open Access
Issue
E3S Web of Conf.
Volume 401, 2023
V International Scientific Conference “Construction Mechanics, Hydraulics and Water Resources Engineering” (CONMECHYDRO - 2023)
Article Number 03007
Number of page(s) 12
Section Road Construction, Building Structures and Materials
DOI https://doi.org/10.1051/e3sconf/202340103007
Published online 11 July 2023
  1. Mohamed A.A.El-Shaer. Structrual Analysis of Concrete Beams Reinforced with Basalt FRP Bars. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE). No. 13, Volume 13, Issue 3 Ver. VI (May- Jun. 2016), PP 34-49 [CrossRef] [Google Scholar]
  2. Rania Mohammed, Zhou Fangyuan. Numerical Investigation of the Behavior of Reinforced Concrete Beam Reinforced with FRP Bars. Civil Engineering Journal 5(11):2296-2308. DOI:10.28991/cej-2019-03091412 [CrossRef] [Google Scholar]
  3. Barris C., Torres L., Turon A., Baena M., Mias C. Experimental study of flexural behaviour of GFRP reinforced. Fourth International Conference on FRP Composites in Civil Engineering (CICE2008). Zurich, Switzerland, 22–24 July 2008. [Google Scholar]
  4. Barris C., Torres L., Comas J., Mias C. Cracking and deflections in GFRP RC beams: an experimental study. Composites: Part B, 55. 2013, pp. 580–590. [Google Scholar]
  5. Barris C., Torres L., Turon A., Baena M., Mias C. Experimental study of flexural behaviour of GFRP reinforced // Fourth International Conference on FRP Composites in Civil Engineering (CICE2008). Zurich, Switzerland, 22–24 July 2008. [Google Scholar]
  6. Pawłowskia D., Szumigałaa M. Flexural behaviour of full-scale basalt FRP RC beams – experimental and numerical studies. 7th Scientific-Technical Conference Material Problems in Civil Engineering (MATBUD’2015). Procedia Engineering 108. 2015, pp. 518–525. [CrossRef] [Google Scholar]
  7. Urbanski M., Garbacz A., Lapko A. Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C structures. Proceedings of the 11th International Conference on Modern Building Materials, Structures and Techniques. Procedia Engineering 57. 2013, pp. 1183–1191. [CrossRef] [Google Scholar]
  8. Frolov N.V. Experimental research of concrete beams with glass-plastic bars in tensioned area. Vestnik Belgorodskogo gosudarstvennogo tekhnologicheskogo universiteta im. V.G. SHuhova. 2016. No. 2, pp. 46–50. (In Russian). [Google Scholar]
  9. Zhu, Haitang, Shengzhao Cheng, Danying Gao, Sheikh M. Neaz, and Chuanchuan Li. “Flexural Behavior of Partially Fiber-Reinforced High-Strength Concrete Beams Reinforced with FRP Bars.” Construction and Building Materials 161 (February 2018): 587–597. doi:10.1016/j.conbuildmat.2017.12.003. [CrossRef] [Google Scholar]
  10. Alsayed, Saleh H., and Abdulrahman M. Alhozaimy. “Ductility of Concrete Beams Reinforced with FRP Bars and Steel Fibers.” Journal of Composite Materials 33, no. 19 (October 1999): 1792–1806. doi:10.1177/002199839903301902. [Google Scholar]
  11. Antakov I.A. Features of Behavior of Flexural Members with Composite Polymeric Reinforcement under Load. Nauchno-texnicheskiy i proizvedstvenniy jurnal. 2018. No. 5, pp. 15-18. (In Russian) [Google Scholar]
  12. Rakhmonov A.D., Solov’ev N.P., Pozdeev V.M. Komp’yuternoe mod-elirovanie dlya issledovaniya napryazhenno-deformirovannogo sostoyaniya balok s kom-binirovannym armirovaniem [Computer Modeling for Investigating Stress-strain State of Beams with Hybrid Reinforcement]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2014, no. 1, pp. 187—195. [Google Scholar]
  13. Begunova N.V., Grahov V.P., Vozmishchev V.N., Kislyakova I.G. Comparative Evaluation of Results on Test of Concrete Beams with Fiberglass Rebar and Calculated Data. Science & Technique. 2019; 18(2):155-163. (In Russ.) https://doi.org/10.21122/2227-1031-2019-18-2-155-163 [CrossRef] [Google Scholar]
  14. Garbacz A, Lapko A, Urbanski M. Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C structures. Proceedingos f the 11 th International Conference on Modern Building Materials, Structures and Techniques. Procedia Engineering 2013; 57: p.1183-1191. [CrossRef] [Google Scholar]
  15. ACI Guide for the design and construction of structural concrete reinforced with FRP bars. ACI 440.1R-06, American Concrete Institute, 2006. [Google Scholar]
  16. Fib Bulletin 40/2007. FRP Reinforcement in RC structures, technical report. International Federation for Structural Concrete (fib). September 2007, p. 3-30. [Google Scholar]
  17. Babych Y. M. et al. Results of experimental research of deformability and crack-resistance of two span continuous reinforced concrete beams with combined reinforcement // IOP Conference Series: Materials Science and Engineering. – IOP Publishing, 2019. – Т. 708. – №. 1. – C. 012043. [Google Scholar]
  18. Yang, Y., Pan, D., Wu, G., & Cao, D. (2021). A new design method of the equivalent stress–strain relationship for hybrid (FRP bar and steel bar) reinforced concrete beams. Composite Structures, 270, 114099. [CrossRef] [Google Scholar]
  19. Slaitas, J., Valivonis, J., & Rimkus, L. (2020). Evaluation of stress-strain state of FRP strengthened RC elements in bending. Fracture mechanics approach. Composite Structures, 233, 111712. [Google Scholar]
  20. Najaf, E., Orouji, M., & Ghouchani, K. (2022). Finite element analysis of the effect of type, Number, and Installation Angle of FRP Sheets on improving the Flexural Strength of Concrete Beams. Case Studies in Construction Materials, 17, e01670. [CrossRef] [Google Scholar]
  21. Amin, M. N., Iqbal, M., Khan, K., Qadir, M. G., Shalabi, F. I., & Jamal, A. (2022). Ensemble tree-based approach towards flexural strength prediction of frp reinforced concrete beams. Polymers, 14(7), 1303. [CrossRef] [PubMed] [Google Scholar]
  22. Murad, Y., Tarawneh, A., Arar, F., Al-Zu’bi, A., Al-Ghwairi, A., Al-Jaafreh, A., & Tarawneh, M. (2021, October). Flexural strength prediction for concrete beams reinforced with FRP bars using gene expression programming. In Structures (Vol. 33, pp. 3163-3172). Elsevier. [CrossRef] [Google Scholar]
  23. Yoon, Y. S., Yang, J. M., Min, K. H., & Shin, H. O. (2011). Flexural strength and deflection characteristics of high-strength concrete beams with hybrid FRP and steel bar reinforcement. Special Publication, 275, 1-22. [Google Scholar]
  24. Buyukozturk, O., & Hearing, B. (1998). Failure behavior of precracked concrete beams retrofitted with FRP. Journal of composites for construction, 2(3), 138-144. [CrossRef] [Google Scholar]
  25. Lau, D., & Pam, H. J. (2010). Experimental study of hybrid FRP reinforced concrete beams. Engineering Structures, 32(12), 3857-3865. [CrossRef] [Google Scholar]
  26. Kim S., & Kim S. (2019). Flexural behavior of concrete beams with steel bar and FRP reinforcement. Journal of asian architecture and building engineering, 18(2), 89-97. [CrossRef] [Google Scholar]

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