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Numerical Analysis of Reinforced Concrete Members with Basalt Fibre Reinforced Polymer (BFRP) Bars Cover

Numerical Analysis of Reinforced Concrete Members with Basalt Fibre Reinforced Polymer (BFRP) Bars

Open Access
|Jul 2025

References

  1. PCA. Types and causes of concrete deterioration. IS536, Portland Cement Association, 2002.
  2. APOSTOLOPOULOS,, PAPADAKIS, VG.: Consequences of steel corrosion on the ductility properties of reinforcement bar. Construct Build Mater 2008;22(12):2316–24.
  3. PAWŁOWSKI, D. - SZUMIGAŁA, M.: Use of FRP reinforcement in building constructions. Przegląd Budowlany 2014; 3:47-50 (in Polish).
  4. ACI. Guide for the design and construction of structural concrete reinforced with FRP bars. ACI 440.1R-06, American Concrete Institute, 2006.
  5. S. AHMED - A. ALMUTAIRI - W. DOMAT (2024):” NON-LINEAR ANALYSIS OF HYBRID REINFORCED T-BEAM WITH PARTIAL SUBSTITUTION RECYCLED RUBBERIZED CONCRETE.” Civil and Environmental Engineering, Vol. 20, Issue 1, 397-410.
  6. BARRIS, C. - TORRES, L. - TAURON, A. - BAENA, M. - CATALAN, A.: An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models. Composites Structures 2009; 91:586-295.
  7. NANNI, A.: North American design guidelines for concrete reinforcement and strengthening using FRP: principals, applications and unresolved issues. Construction and Building Materials 2003; 17(6-7):439-446.
  8. Concrete Society, The, (2004), “Design Guidance for Strengthening Concrete Structures using Fibre Composite Materials”, Technical Report 55, The Concrete Society, United Kingdom.
  9. Fédération Internationale du Béton (2001), “Externally Bonded FRP Reinforcement for RC Structures”, fib Bulletin 14, Task Group 9.3 FRP Reinforcement for concrete structures.
  10. Japan Society of Civil Engineers, (2001), “Recommendations for Upgrading of Concrete Structures with use of Continuous Fiber Sheets”, Concrete Engineering Series 41, Japan.
  11. Canadian Standards Association, (2012), “Design and Construction of Building Components with FRP”, Canadian Standards Association Report S806-12.
  12. SP 295.1325800.2017 (Russian State Standard), Konstrukcii betonnye, armirovannye polimernoj kompozitnoj armaturoj. Pravila proektirovaniya. Obshchiye Tekhnicheskiye Usloviya [Concrete structures reinforced with fibre-reinforced polymer bars. Design rules], Standartinform [Publisher], Moscow, 2017 (in Russian).
  13. BASHTANNIK PI. - KABAK, AI. - YAKOVCHUK, YY.: The effect of adhesion interaction on the mechanical properties of thermoplastic basalt plastics. Mech Compos Mater 2003;39(1):85–8.
  14. ZHANG, H. - YAO, Y. - ZHU, D. - MOBASHER, B. - HUANG, L.: (2015): “Tensile mechanical properties of basalt fiber reinforced polymer composite under varying strain rates and temperatures.” Polymer Testing, 51, 29–39.
  15. ABDUL-SALAM, B. - FARGHALY, AS. - BENMOKRANE, B.: Mechanisms of shear resistance of one way concrete slabs reinforced with FRP bars. Construct Build Maters 2016; 127:959–70.
  16. MAHROUG, ME., ASHOUR, AF., LAM D.: Experimental response and code modelling of continuous concrete slabs reinforced with BFRP bars. Compos Struct 2014; 107:664–74.
  17. KADHIM, M. - NAJM, E. (2023): “BEHAVIOR AND LOAD CAPACITY OF CONCRETE SLAB REINFORCED BY CFRP BAR AND STRENGTHENING BY CFRP LAMINATES.” Civil and Environmental Engineering, Vol. 19, Issue 1, 72-85.
  18. ALAM, MS. - HUSSEIN, A.: Experimental investigation on the effect of longitudinal reinforcement on shear strength of fibre reinforced polymer reinforced concrete beams. Can J Civil Eng 2011;38(3):243–51.
  19. ASHOUR, AF.: Shear Performance of Concrete Beams Reinforced with CFRP Bars. Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing. Civil-Comp Press; 2005. p. 105.
  20. AHMED, S. N. - HILAL, N. - AADI, A.S. - NAWAR, M. - YILDIRIM, S. - HAMAH, N. S., (2025): “ The influence of waste polypropylene fibers on the behavior of sustainable reinforced concrete beams.” Structural Concrete, Issue 1, 1-13.
  21. MOUSA, S. - MOHAMED, H. M. - BENMOKRANE, B. - FERRIER, E.: Flexural Behavior of Full-Scale Circular Concrete Members Reinforced with Basalt FRP Bars and Spirals: Tests and Theoretical Studies, Composite Structures (2018), doi: https://doi.org/10.1016/j.compstruct.2018.06.107.
  22. URBAŃSKI, M. - LAPKO, A. - GARBACZ, A. (2013): “Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C structures.” J. Procedia Eng., 57, 1183–1191.
  23. TOMLINSON and FAM (20) conducted tests to investigate the flexural and shear behavior of concrete beams reinforced with BFRP bars and stirrups. Their tests demonstrated that the utilization of BFRP bars enhanced the load-carrying capacity of the beams.
  24. OVITIGALA, T. - IBRAHIM, M. A. - ISSA, M. A. (2016): “Serviceability and ultimate load behavior of concrete beams reinforced with basalt fiber-reinforced polymer bars.” ACI Struct. J., 113(4), 757-768.
  25. FARID ABED - MUSTAFA AL-MIMAR - SARA AHMED (2021): “Performance of BFRP RC beams using high strength concrete.” Composites Part C: Volume 4, March 2021, 100107.
  26. Shui Liu, Xin Wang, Yahia M.S. Ali, Chang Su, Zhishen Wu (2022). “Flexural behavior and design of under-reinforced concrete beams with BFRP and steel bars.” Engineering Structures Volume 263, 15 July 2022, 114386.
  27. M. HUSSEIN - T. MAYYAHI - W. DOMAT (2024):” NUMERICAL STUDY OF SHEAR BEHAVIOR OF GEOPOLYMER CONCRETE BEAM WITHOUT STIRRUPS.” Civil and Environmental Engineering, Vol. 20, Issue 1, 526-543.
  28. ABDELRAHMAN ABUSHANAB, WAEL ALNAHHAL, MURAD FARRAJ (2022): “Experimental and finite element studies on the structural behavior of BFRC continuous beams reinforced with BFRP bars.” Composite Structures, Volume 281, 1 February 2022, 114982.
  29. RABEE SHAMASS - K.A. CASHELL (2020): “Experimental investigation into the flexural behaviour of basalt FRP reinforced concrete members.” Engineering Structures, 220, (2020) 110950.
  30. V. KARPIUK - A. Tselikova - A. Khudobych - I. Karpiuk - A. Kostyuk (2020): “ Study of strength, deformability property and crack resistance of beams with BFRP.” Eastern-European journal of Enterprise Technologies, 4/7 (106) 2020, 42-53.
  31. SAS IP, 1999.: “ANSYS THEORY REFERENCE RELEASE 5.6, ANSYS, INC. CANONSBURG, PENNSYLVANIA”, USA.
  32. ELGABBAS, F. - VINCENT, P. - AHMED, EA. - BENMOKRANE, B.: Experimental testing of basalt-fiber-reinforced polymer bars in concrete beams. Compos Part B-Eng 2016; 91:205–18.
DOI: https://doi.org/10.2478/cee-2025-0070 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Language: English
Page range: 918 - 935
Published on: Jul 2, 2025
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2025 Ahmad L. Almutairi, Sulaiman Nayef Ahmed, Wassim B. Domat, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.