Experimental investigation and analysis of pure bending plastic hinge zone in hybrid beams reinforced with high reinforcement ratio under static loads

References

• Abdelkarim, O. I., Ahmed, E. A., Mohamed, H. M., & Benmokrane, B. (2019). Flexural strength and serviceability evaluation of concrete beams reinforced with deformed GFRP bars. Engineering Structures, 186, 282–296. https://doi.org/10.1016/j.engstruct.2019.02.024
   Web of Science ®Google Scholar
• Abed, F., & Alhafiz, A. R. (2019). Effect of basalt fibers on the flexural behavior of concrete beams reinforced with BFRP bars. Composite Structures, 215, 23–34. https://doi.org/10.1016/j.compstruct.2019.02.050
   Web of Science ®Google Scholar
• ACI Committee 440. (2015). ACI440.1R-15 Guide for the design and construction of structural concrete reinforced with Fiber-Reinforced Polymer (FRP) bars. American Concrete Institute.
   Google Scholar
• Ahmed, E. A., Settecasi, F., & Benmokrane, B. (2014). Construction and testing of GFRP steel hybrid-reinforced concrete bridge-deck slabs of Sainte-Catherine overpass bridges. Journal of Bridge Engineering, 19(6), 04014011. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000581
   Web of Science ®Google Scholar
• Aiello, M., & 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)
   Web of Science ®Google Scholar
• Alan, H. M. (1965). Rotational capacity of hinging regions in reinforced concrete beams (Vol. 12). ACI Symposium Publication.
   Google Scholar
• Alkhalil, J., & El-Maaddawy, T. (2017). Nonlinear flexural response of continuous concrete slab strips strengthened with near surface–mounted composites. Journal of Composites for Construction, 21(1), 04016071. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000730
   Web of Science ®Google Scholar
• Alsayed, S. H., Al-Salloum, Y. A., & Almusallam, T. H. (2000). Performance of glass fiber reinforced plastic bars as a reinforcing material for concrete structures. Composites Part B: Engineering, 31(6-7), 555–567. https://doi.org/10.1016/S1359-8368(99)00049-9
   Web of Science ®Google Scholar
• Araba, A., & Ashour, A. (2018). Flexural performance of hybrid GFRP-Steel reinforced concrete continuous beams. Composites Part B: Engineering, 154, 321–336. https://doi.org/10.1016/j.compositesb.2018.08.077
   Web of Science ®Google Scholar
• Bencardino, F., Condello, A., & Ombres, L. (2016). Numerical and analytical modeling of concrete beams with steel, FRP and hybrid FRP-steel reinforcements. Composite Structures, 140, 53–65. https://doi.org/10.1016/j.compstruct.2015.12.045
   Web of Science ®Google Scholar
• Bischoff, P. H., & Paixao, R. (2004). Tension stiffening and cracking of concrete reinforced with glass fiber reinforced polymer (GFRP) bars. Canadian Journal of Civil Engineering, 31(4), 579–588. https://doi.org/10.1139/l04-025
   Web of Science ®Google Scholar
• Broth, Z., & Hoult, N. A. (2020). Dynamic distributed strain sensing to assess reinforced concrete behaviour. Engineering Structures, 204, 110036. https://doi.org/10.1016/j.engstruct.2019.110036
   Web of Science ®Google Scholar
• Bui, L. V. H., Stitmannaithum, B., & Ueda, T. (2018). Ductility of concrete beams reinforced with both fiber-reinforced polymer and steel tension bars. Journal of Advanced Concrete Technology, 16(11), 531–548. https://doi.org/10.3151/jact.16.531
   Web of Science ®Google Scholar
• CEB-FIB (1993). CEB-FIB Model Code 1990.
   Google Scholar
• Cervenka, V., Jendele, L., & Cervenka, J. (2016). ATENA Program Documentation - Part 1 Theory. Prague.
   Google Scholar
• Corley, W. G. (1966). Rotational Capacity of Reinforced Concrete Beams. Journal of the Structural Division, 92(5), 121–146. https://doi.org/10.1061/JSDEAG.0001504
   Google Scholar
• Cosenza, E., Manfredi, G., & Realfonzo, R. (1997). Behavior and modeling of bond of FRP rebars to concrete. Journal of Composites for Construction, 1(2), 40–51. https://doi.org/10.1061/(ASCE)1090-0268(1997)1:2(40)
   Web of Science ®Google Scholar
• El Refai, A., 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
   Web of Science ®Google Scholar
• Elmessalami, N., Refai, A. E., & Abed, F. (2019). Fiber-reinforced polymers bars for compression reinforcement: A promising alternative to steel bars. Construction and Building Materials, 209, 725–737. https://doi.org/10.1016/j.conbuildmat.2019.03.105
   Web of Science ®Google Scholar
• Harris, H. G., Somboonsong, W., & Ko, F. K. (1998). New ductile hybrid FRP reinforcing bar for concrete structures. Journal of Composites for Construction, 2(1), 28–37. https://doi.org/10.1061/(ASCE)1090-0268(1998)2:1(28)
   Google Scholar
• Hawileh, R. A. (2015). Finite element modeling of reinforced concrete beams with a hybrid combination of steel and aramid reinforcement. Materials & Design (1980–2015), 65, 831–839. https://doi.org/10.1016/j.matdes.2014.10.004
   Web of Science ®Google Scholar
• Jendele, L., & Cervenka, J. (2006). Finite element modelling of reinforcement with bond. Computers & Structures, 84(28), 1780–1791. https://doi.org/10.1016/j.compstruc.2006.04.010
   Web of Science ®Google Scholar
• Karim, R., & Shafei, B. (2021). Performance of fiber-reinforced concrete link slabs with embedded steel and GFRP rebars. Engineering Structures, 229, 111590. https://doi.org/10.1016/j.engstruct.2020.111590
   Web of Science ®Google Scholar
• Kenel, A., Nellen, P., Frank, A., & Marti, P. (2005). Reinforcing steel strains measured by Bragg grating sensors. Journal of Materials in Civil Engineering, 17(4), 423–431. https://doi.org/10.1061/(ASCE)0899-1561(2005)17:4(423)
   Web of Science ®Google Scholar
• 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
   Web of Science ®Google Scholar
• Lopes, S. M. R., & Bernardo, L. F. A. (2003). Plastic rotation capacity of high-strength concrete beams. Materials and Structures, 36(1), 22–31. https://doi.org/10.1007/BF02481567
   Google Scholar
• Lucier, G. (2016). Tension Tests of GFRP Bars (Prepared for: Fiber reinfor polymer Viet Nam (p. 7). North Carolina State University.
   Google Scholar
• Ma, G., Huang, Y., Aslani, F., & Kim, T. (2019). Tensile and bonding behaviours of hybridized BFRP–steel bars as concrete reinforcement. Construction and Building Materials, 201, 62–71. https://doi.org/10.1016/j.conbuildmat.2018.12.196
   Web of Science ®Google Scholar
• Mendis, P. (2002). Plastic hinge lengths of normal and high-strength concrete in flexure. Advances in Structural Engineering, 4(4), 189–195. https://doi.org/10.1260/136943301320896651
   Google Scholar
• Pang, L., Qu, W., Zhu, P., & Xu, J. (2016). Design propositions for hybrid FRP-steel reinforced concrete beams. Journal of Composites for Construction, 20(4), 04015086. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000654
   Web of Science ®Google Scholar
• Park, R., & Paulay, T. (1975). Strength of members with flexure. In Reinforced Concrete Structures (pp. 61–117).
   Google Scholar
• PrabhakaraR., Nambiyanna B., Nakul R., & Ganesh B. (2020). Analysis of rotation capacity of RC beams over formation of plastic hinges. In Vinyas M., Loja A., Reddy K. (eds) Advances in structures, systems and materials. Lecture notes on multidisciplinary industrial engineering. Springer.
   Google Scholar
• Qin, R., 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/10.1016/j.compositesb.2016.09.054
   Web of Science ®Google Scholar
• 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
   Web of Science ®Google Scholar
• Rafi, M. M., Nadjai, A., & Ali, F. (2007). Experimental Testing of Concrete Beams Reinforced with Carbon FRP Bars. Journal of Composite Materials, 41(22), 2657–2673. https://doi.org/10.1177/0021998307078727
   Web of Science ®Google Scholar
• Reda, R. M., Sharaky, I. A., Ghanem, M., Seleem, M. H., & Sallam, H. E. M. (2016). Flexural behavior of RC beams strengthened by NSM GFRP Bars having different end conditions. Composite Structures, 147, 131–142. https://doi.org/10.1016/j.compstruct.2016.03.018
   Web of Science ®Google Scholar
• Riva, P., & Cohn, M. Z. (1994). Rotation capacity of structural concrete members. Magazine of Concrete Research, 46(168), 223–234. https://doi.org/10.1680/macr.1994.46.168.223
   Web of Science ®Google Scholar
• Sallam, H. E. M., Badawy, A. A. M., Saba, A. M., & Mikhail, F. A. (2010). Flexural behavior of strengthened steel–concrete composite beams by various plating methods. Journal of Constructional Steel Research, 66(8-9), 1081–1087. https://doi.org/10.1016/j.jcsr.2010.03.005
   Web of Science ®Google Scholar
• Seo, D.-W., Park, K.-T., You, Y.-J., & Lee, S.-Y. (2016). Experimental investigation for tensile performance of GFRP-steel hybridized rebar. Advances in Materials Science and Engineering, 2016, 1–12. https://doi.org/10.1155/2016/9401427
   Web of Science ®Google Scholar
• Sun, Z., Fu, L., Feng, D.-C., Vatuloka, A. R., Wei, Y., & Wu, G. (2019). Experimental study on the flexural behavior of concrete beams reinforced with bundled hybrid steel/FRP bars. Engineering Structures, 197, 109443. https://doi.org/10.1016/j.engstruct.2019.109443
   Web of Science ®Google Scholar
• Wang, H., & Belarbi, A. (2011). Ductility characteristics of fiber-reinforced-concrete beams reinforced with FRP rebars. Construction and Building Materials, 25(5), 2391–2401. https://doi.org/10.1016/j.conbuildmat.2010.11.040
   Web of Science ®Google Scholar
• Wu, G., Sun, Z. Y., Wu, Z. S., & Luo, Y. B. (2012). Mechanical properties of steel-FRP composite bars (SFCBs) and performance of SFCB reinforced concrete structures. Advances in Structural Engineering, 15(4), 625–635. https://doi.org/10.1260/1369-4332.15.4.625
   Web of Science ®Google Scholar
• Xu, B. (2019). Study on corrosion status and control strategies in infrastructure field in China. In B. Hou (Ed.), The cost of corrosion in China (p. 35–190). Springer.
   Google Scholar
• Xu, L., Pan, J., Lu, C., & Yin, W. (2019). Development mechanism of plastic hinge in reinforced engineered cementitious composite beams under monotonic loading. Structural Concrete, 20(1), 252–266. https://doi.org/10.1002/suco.201800009
   Web of Science ®Google Scholar
• Yao, L.-Z., & Wu, G. (2016). Nonlinear 2D finite-element modeling of RC beams strengthened with prestressed NSM CFRP reinforcement. Journal of Composites for Construction, 20(4), 04016008. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000659
   Web of Science ®Google Scholar
• Yuan, F., & Chen, M. (2018). Numerical sensing of plastic hinge regions in concrete beams with hybrid (FRP and Steel) bars. Sensors, 18(10), 3255. https://doi.org/10.3390/s18103255
   Web of Science ®Google Scholar
• Yu-Chen, O., & Nguyen Dang, N. (2014). Plastic hinge length of corroded reinforced concrete beams. ACI Structural Journal, 111(5), 1049–1058.
   Web of Science ®Google Scholar
• Zhao, X.-M., Wu, Y.-F., & Leung, A. Y. T. (2012). Analyses of plastic hinge regions in reinforced concrete beams under monotonic loading. Engineering Structures, 34, 466–482. https://doi.org/10.1016/j.engstruct.2011.10.016
   Web of Science ®Google Scholar