349
Views
0
CrossRef citations to date
0
Altmetric
Original Articles

Influence of the proportion of FRP to steel reinforcement on the strength and ductility of hybrid reinforced concrete beams

, , &
Pages 3546-3565 | Received 16 Jul 2022, Accepted 29 Oct 2022, Published online: 08 Nov 2022

References

  • Abdelrahman, A. A., Tadros, G., & Rizkalla, S. H. (1995). Test model for the first Canadian smart highway bridge. ACI Structural Journal, 92(4), 451–458.
  • ACI (American Concrete Institute). (2006). ACI 440 1R-06: Guide for the design and construction of concrete reinforced with FRP bars. ACI.
  • ACI Committee 440. (2004). ACI PRC-440.4-04: Prestressing concrete structures with FRP tendons (reapproved 2011). ACI.
  • Aiello, M. A., & Ombres, L. (2002). Structural performances of concrete beams with hybrid (fiber-reinforced polymer-steel) reinforcements. Journal of Composites for Construction, 6(2), 133–140. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:2(133)
  • ASTM International. (2015). ASTM C873/C873M-15: Standard test method for compressive strength of concrete cylinders cast in place in cylindrical molds. ASTM.
  • ASTM International. (2016). ASTM D7205/D7205M-06: Standard test method for tensile properties of fiber reinforced polymer matrix composite bars. ASTM.
  • ASTM International. (2018). ASTM C78/C78M-18: Standard test method for flexural strength of concrete (using simple beam with third-point loading). ASTM.
  • ASTM International. (2020). ASTM E8/E8M-16: Standard test methods for tension testing of metallic materials. ASTM.
  • Ballim, Y., & Reid, J. C. (2003). Reinforcement corrosion and the deflection of RC beams-an experimental critique of current test methods. Cement and Concrete Composites, 25(6), 625–632. https://doi.org/10.1016/S0958-9465(02)00076-8
  • Barris, C., Torres, L., Baena, M., Pilakoutas, K., & Guadagnini, M. (2012). Serviceability limit state of FRP RC beams. Advances in Structural Engineering, 15(4), 653–663. https://doi.org/10.1260/1369-4332.15.4.653
  • Barris, C., Torres, L., Vilanova, I., Mias, C., & Llorens, M. (2017). Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams. Engineering Structures, 131(15), 231–242. https://doi.org/10.1016/j.engstruct.2016.11.007
  • Benmokrane, B., Brown, V. L., Nanni, M. K., Rossini, A., & Shield, M. (2019). C. Creep-rupture limit for GFRP bars subjected to sustained loads. ASCE Journal of Composites for Construction, 23(6), 06019001. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000971
  • Berrocal, C. G., Fernandez, I., & Rempling, R. (2022). The interplay between corrosion and cracks in reinforced concrete beams with non-uniform reinforcement corrosion. Materials and Structures, 55(4), 120. https://doi.org/10.1617/s11527-022-01956-2
  • CEN (European Committee for Standardization). (2004). Eurocode 2: Design of concrete structures, part 1.1.: General rules and rules for buildings. CEN.
  • Chen, Y., Davalos, J. F., Ray, I., & Kim, H. Y. (2007). Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures. Composite Structures, 78(1), 101–111. https://doi.org/10.1016/j.compstruct.2005.08.015
  • Chin, M. S., Mansur, M. A., & Wee, T. H. (2015). Effects of shape, size and casting direction of specimens on stress-strain curves of high-strength concrete. ACI Materials Journal, 94(3), 209–219.
  • Feeser, W. K., & Brown, V. L. (2005). Guide examples for design of concrete reinforced with FRP bars. ACI Special Publication.
  • Ge, W., Zhang, J., Cao, D., & Tu, Y. (2015). Flexural behaviors of hybrid concrete beams reinforced with BFRP bars and steel bars. Construction and Building Materials, 87, 28–37. https://doi.org/10.1016/j.conbuildmat.2015.03.113
  • Grace, N. F., Soliman, A. K., Abdel-Sayed, G., & Saleh, K. R. (1998). Behavior and ductility of simple and continuous FRP reinforced beams. Journal of Composites for Construction, 2(4), 186–194. https://doi.org/10.1061/(ASCE)1090-0268(1998)2:4(186).
  • Hu, X., Xiao, J., Zhang, K., & Zhang, Q. (2022). The state-of-the-art study on durability of FRP reinforced concrete with seawater and sea sand. Journal of Building Engineering, 51, 104294. https://doi.org/10.1016/j.jobe.2022.104294
  • Kišiček, T., Renić, T., Hafner, I., & Stepinac, M. (2022). Simplified rules for serviceability control of FRPRC elements. Polym, 14(12), 2513. https://doi.org/10.3390/polym14122513
  • Lau, D., & Pam, H. J. (2010). Experimental study of hybrid FRP reinforced concrete beams. Engineering Structures, 32(12), 3857–3865. https://doi.org/10.1016/j.engstruct.2010.08.028
  • Leung, H. Y., & Balendran, R. V. (2003). Flexural behaviour of concrete beams internally reinforced with GFRP rods and steel rebars. Structural Survey, 21(4), 146–157. https://doi.org/10.1108/02630800310507159
  • Naaman, A. E., & Jeong, S. M. (1995). Structural ductibility of concrete beams prestressed with FRP tendons. In L. Taerwe (Ed.), Non-metallic (FRP) reinforcement for concrete structures (pp. 379–386). E&FN Spon.
  • Neocleous, K., Pilakoutas, K., Waldron, P., & Burgoyne, C. J. (2015). Flexural behaviour of over-reinforced FRP RC beams: effect of design parameters and material partial safety factors. FRPRCS-5: Fibre-Reinforced Plastics for Reinforced Concrete Structures, 1, 7178.
  • Pilakoutas, K., Guadagnini, M., Neocleous, K., & Matthys, S. (2011). Design guidelines for FRP reinforced concrete structures. Proceedings of the Institution of Civil Engineers Struct Build, 164(4), 255–263. https://doi.org/10.1680/stbu.2011.164.4.255
  • Qin, R. A., Zhou, A., & Lau, D. (2017). Effect of reinforcement ratio on the flexural performance of hybrid FRP reinforced concrete beams. Composites Part B: Engineering, 108, 200–209. https://doi.org/10.1061/10.1016/j.compositesb.2016.09.054
  • Qu, W., Zhang, X., & Huang, H. (2009). Flexural behavior of concrete beams reinforced with hybrid (GFRP and steel) bars. Journal of Composites for Construction, 13(5), 350–359. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000035
  • Refai, A. E., Abed, F., & Al-Rahmani, A. (2015). Structural performance and serviceability of concrete beams reinforced with hybrid (GFRP and steel) bars. Construction and Building Materials, 96, 518–529. https://doi.org/10.1016/j.conbuildmat.2015.08.063
  • Safan, M. A. (2013). Flexural behavior and design of steel-GFRP reinforced concrete beams. ACI Materials Journal, 110(6), 677–685.
  • Schmidt, J. W., Bennitz, A., Täljsten, B., Goltermann, P., & Pedersen, H. (2012). Mechanical anchorage of FRP tendons – A literature review. Construction and Building Materials. 32, 110–121. https://doi.org/10.1016/j.conbuildmat.2011.11.049
  • Scott, D. W., Lai, J. S., & Zureick, A. H. (1995). Creep behavior of fiber-reinforced polymeric composites: A review of the technical literature. Journal of Reinforced Plastics and Composites, 14(6), 588–617. https://doi.org/10.1177/073168449501400603
  • Sokairge, H., Elgabbas, F., Rashad, A., & Elshafie, H. (2020). Long-term creep behavior of basalt fiber reinforced polymer bars. Construction and Building Materials, 260, 120437. https://doi.org/10.1016/j.conbuildmat.2020.120437
  • Spadea, G., Swamy, R. M., & Bencardino, F. (2001). Strength and ductility of RC beams repaired with bonded CFRP laminates. Journal of Bridge Engineering, 6(5), 349–355. https://doi.org/10.1061/(ASCE)1084-0702(2001)6:5(349)
  • Todeschini, C. E., Bianchini, A. C., & Kesler, C. E. (1964). Behaviour of concrete columns reinforced with high strength steels. ACI J61(67), 701–716.
  • Tomlinson, D., & Fam, A. (2015). Performance of concrete beams reinforced with basalt FRP for flexure and shear. Journal of Composites for Construction, 19(2), 162–168. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000491
  • Val, D. V., & Chernin, L. (2009). Serviceability reliability of reinforced concrete beams with corroded reinforcement. Journal of Structural Engineering, 135(8), 896–905. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:8(896)
  • Vijay, P. V., & GangaRao, H. V. S. A unified limit state approach using deformability factors in concrete beams reinforced with GFRP bars. In: Proceedings of the 4th Materials Engineering Conference, Materials for the New Millennium. American Society of Civil Engineers, 657–665.
  • Xingyu, G., Yiqing, D., & Jiwang, J. (2020). Flexural behavior investigation of steel-GFRP hybrid-reinforced concrete beams based on experimental and numerical methods. Engineering Structures, 206, 110117–117. https://doi.org/10.1016/j.engstruct.2019.110117
  • Yinghao, L., & Yong, Y. (2013). Arrangement of hybrid rebars on flexural behavior of HSC beams. Composites Part B: Engineering, 45(1), 22–31. https://doi.org/10.1016/j.compositesb.2012.08.023
  • Zdanowicz, K., Kotynia, R., & Marx, S. (2019). Prestressing concrete members with fibre-reinforced polymer reinforcement: State of research. Structural Concrete, 20(3), 872–885. https://doi.org/10.1002/suco.201800347
  • Zou, P. X. W. (2003). Flexural behavior and deformability of fiber reinforced polymer prestressed concrete beams. Journal of Composites for Construction, 7(4), 275–284. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:4(275)

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.