Abstract
This study investigates the performance of concrete arch slabs reinforced with GFRP bars. Four arch slabs were constructed with 0.5 m width, 0.975 m maximum height, and 3.92 m span. The thickness varied between 100 at the middle and 175 mm at the ends. One arch was reinforced with steel and three arches were reinforced with different ratios of GFRP bars. All arches were pin supported and were tested under two concentrated loads. All the GFRP reinforced arches showed higher mid-span deflection at their maximum loads compared to the reference arch reinforced with steel. All arches showed good capacities ranging between 154 and 248 kN. The ultimate capacity of the reference arch was slightly higher (16%) than the ultimate capacity of the GFRP reinforced concrete arch with the same reinforcement ratio. Increasing the GFRP reinforcement ratio increased the cracking load, the number of cracks at failure, and the capacity of the GFRP reinforced concrete arches. Based on the test results of this research study, it can be concluded that the GFRP reinforced concrete arches showed good and comparable behavior to the steel-RC arch. This demonstrates that the GFRP bars can be used to replace steel reinforcement in arch slab bridges in corrosive environments.
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References
Benmokrane B, El-Salakawy E, El-Gamal SE, Sylvain G (2007) Construction and testing of an innovative concrete bridge deck totally reinforced with glass FRP bars: Val-Alain bridge on highway 20 East. J Bridge Eng ASCE 12(5):632–645
Benmokrane B, Eisa M, El-Gamal SE, Thébeau D, El-Salakawy E (2008) Pavement system suiting local conditions. ACI Concr Int Mag 2008:34–39
Bouguerra K, Ahmed E, El-Gamal SE, Benmokrane B (2011) Testing of full-scale concrete bridge deck slabs reinforced with Fiber Reinforced Polymer (FRP) Bars. Constr Build Mater 25(10):3956–3965
Eisa M, El-Gamal SE, El-Salakawy E, Benmokrane B (2008) Design and construction of first continuous reinforced concrete pavement using GFRP reinforcing bars. In: Proceedings of the 5th Middle East Symposium on Structural Composites for Infrastructure Applications (MESC-5), Hurghada, Egypt
El-Gamal SE, Benmokrane B, El-Salakawy E, Cousin P, Wiseman A (2007) Durability and structural performance of CFRP-RC parking garage’s slabs after eight years in service conditions. In: Proceedings of the 3rd International Conference on Durability and field applications of reinforced polymers (FRP) composites for construction (CDCC 2007), Quebec City, Quebec, Canada, 49–58
El-Gamal SE, Benmokrane B, El-Salakawy E (2009a) Cracking and deflection behavior of one-way parking garage slabs reinforced with CFRP bars. ACI Spec Publ SP-264–3:33–52
El-Gamal SE, Benmokrane B, El-Salakawy E, Cousin P, Wiseman A (2009b) Durability and structural performance of CFRP-RC parking garage’s slabs after being in service for eight years. Canadian J Civ Eng 36(4):617–627
El-Gamal SE, El-Salakawy EF, Benmokrane B (2007a) Influence of reinforcement on the behavior of concrete bridge deck slabs reinforced with FRP bars. J Compos Constructions ASCE 11(5):449–458
El-Gamal SE, El-Salakawy E, Benmokrane B (2005) Behavior of concrete bridge deck slabs reinforced with FRP bars under concentrated loads. ACI Struct J 102(5):727–735
El-Ragaby A, El-Gamal SE, El-Salakawy E, Benmokrane B (2006) Static and fatigue performance of concrete bridge deck slabs reinforced with glass FRP bars. In: 7th International Conference in Short and Medium Bridges, Montreal, Quebec, Canada, p 10
Thébeau D, Benmokrane B, El-Gamal SE (2010) Three-year performance of continuously reinforced concrete pavement with GFRP bars. In: Proceedings of the 11th International Symposium on Concrete Roads, Seville, Spain, p 11
Wang P, Jiang M, Zhou J, Wang B, Feng J, Chen H, Jin F (2018) Spalling in concrete arches subjected to shock wave and CFRP strengthening effect. Tunn Undergr Space Technol 74:10–19
Xie W, Jiang M, Chen H, Zhou J, Xu Y, Wang P, Jin F (2014) Experimental behaviors of CFRP cloth strengthened buried arch structure subjected to subsurface localized explosion. Compos Struct 116:562–570
Zanardo G, Pellegrino C, Bobisut C, Modena C (2004) Performance evaluation of short span reinforced concrete arch bridges. J Bridge Eng ASCE 9(5):424–434
Zhang X, Wang P, Jiang M, Fan H, Zho J, Li W, Jin F (2015) CFRP strengthening reinforced concrete arches: strengthening methods and experimental studies. Compos Struct 131:852–867
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The authors would like to acknowledge Sultan Qaboos University, Civil and Architectural Engineering Department, and all the technicians at the structural laboratory for their help and support.
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El-Gamal, S., Al-Shukeili, H., Al-Nuaimi, A. (2023). Feasibility of Using Fiber-Reinforced Polymer Bars as Internal Reinforcement in Concrete Arch Slab Bridges. In: Walbridge, S., et al. Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021 . CSCE 2021. Lecture Notes in Civil Engineering, vol 240. Springer, Singapore. https://doi.org/10.1007/978-981-19-0507-0_56
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DOI: https://doi.org/10.1007/978-981-19-0507-0_56
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