PSI - Issue 54

Jamal A. Abdalla et al. / Procedia Structural Integrity 54 (2024) 609–616 Abdalla et al./ Structural Integrity Procedia 00 (2019) 000 – 000

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when compared to normal aggregate concrete beams strengthened with CFRP. Overall, this study confirms the viability and potential of using CFRP shear-strengthened RAC beams. The practical application of CFRP strengthening techniques to recycled aggregate concrete beams can improve structural performance and extend the service life of existing infrastructure, making it more durable and resilient. Further research in these areas would provide a more comprehensive understanding of the overall feasibility and benefits of utilizing CFRP shear strengthening in recycled aggregate concrete structures. References Abdalla, J. A., Mhanna, H. H., Hawileh, R. A., Ahmed, S. S., Omer, A., & Abdulkadeer, O. (2022). Comparison of shear behavior of normal and recycled aggregates beams strengthened with CFRP U-Wraps. Procedia Structural Integrity , 42 , 1231 – 1238. doi: 10.1016/j.prostr.2022.12.157 Abdalla, J. A., Mhanna, H. H., Hawileh, R. A., Sharafi, M., Al-Marzouqi, A., Al-Teneiji, S., & Al-Ali, K. (2022). Shear Strengthening of Reinforced Concrete T-Beams using Carbon Fiber Reinforced Polymer (CFRP) Anchored with CFRP Spikes. Procedia Structural Integrity , 42 , 1223 – 1230. doi: 10.1016/j.prostr.2022.12.156 Abuodeh, O. R., Abdalla, J. A., & Hawileh, R. A. (2020). Prediction of shear strength and behavior of RC beams strengthened with externally bonded FRP sheets using machine learning techniques. Composite Structures , 234 . doi: 10.1016/j.compstruct.2019.111698 Alotaibi, N. K., Shekarchi, W. A., Ghannoum, W. M., & Jirsa, J. O. (2020). Shear Design of Reinforced Concrete Beams Strengthened in Shear with Anchored Carbon Fiber-Reinforced Polymer (CFRP) Strips. ACI Structural Journal , 117 , 185. Arezoumandi, M., Smith, A., Volz, J. S., & Khayat, K. H. (2014). An experimental study on shear strength of reinforced concrete beams with 100% recycled concrete aggregate. Construction and Building Materials , 53 , 612 – 620. doi: 10.1016/j.conbuildmat.2013.12.019 Dong, J., Wang, Q., & Guan, Z. (2013). Structural behaviour of RC beams with external flexural and flexural-shear strengthening by FRP sheets. Composites Part B: Engineering , 44 (1), 604 – 612. doi: 10.1016/j.compositesb.2012.02.018 Hawileh, R. A., Nawaz, W., Abdalla, J. A., & Saqan, E. I. (2015). Effect of flexural CFRP sheets on shear resistance of reinforced concrete beams. Composite Structures , 122 , 468 – 476. doi: 10.1016/j.compstruct.2014.12.010 Hawileh, Rami A., Quadri, S. S., Abdalla, J. A., Assad, M., Thomas, B. S., Craig, D., & Naser, M. Z. (2023). Residual mechanical properties of recycled aggregate concrete at elevated temperatures. Fire and Materials . doi: 10.1002/fam.3168 Ignjatović, I. S., Marinković, S. B., & Tošić, N. (2017). Shear behaviour of recycled aggregate concrete beams with and witho ut shear reinforcement. Engineering Structures , 141 , 386 – 401. doi: 10.1016/j.engstruct.2017.03.026 Ju, H., Yerzhanov, M., Serik, A., Lee, D., & Kim, J. R. (2021). Statistical and reliability study on shear strength of recycled coarse aggregate reinforced concrete beams. Materials , 14 (12). doi: 10.3390/ma14123321 Kuchma, D., Ayoub, A., Mirmiran, A., Bae, S.-W., Belarbi, A., & Okeil, A. (2011). Design of FRP Systems for Strengthening Concrete Girders in Shear . Washington, D.C.: National Academies Press. doi: 10.17226/14465 Mhanna, H. H., Hawileh, R. A., & Abdalla, J. A. (2020). Shear strengthening of reinforced concrete T-beams using CFRP laminates anchored with bent CFRP splay anchors. Procedia Structural Integrity , 28 , 811 – 819. doi: 10.1016/j.prostr.2020.10.095 Mhanna, H. H., Hawileh, R. A., & Abdalla, J. A. (2021). Shear behavior of RC T-beams externally strengthened with anchored high modulus carbon fiber-reinforced polymer (CFRP) laminates. Composite Structures , 272 . doi: 10.1016/j.compstruct.2021.114198 Mhanna, H. H., Hawileh, R. A., Abdalla, J. A., Salama, A. S. D., & Alkhrdaji, T. (2021a). Shear Strengthening of Reinforced Concrete T-Beams with Anchored CFRP Laminates. Journal of Composites for Construction , 25 (4). doi: 10.1061/(asce)cc.1943-5614.0001141 Mhanna, H. H., Hawileh, R. A., Abdalla, J. A., Salama, A. S. D., & Alkhrdaji, T. (2021b). Shear Strengthening of Reinforced Concrete T-Beams with Anchored CFRP Laminates. Journal of Composites for Construction , 25 (4), 04021030. doi: 10.1061/(asce)cc.1943-5614.0001141 Pradhan, S., Kumar, S., & Barai, S. V. (2018). Shear performance of recycled aggregate concrete beams: An insight for design aspects. Construction and Building Materials , 178 , 593 – 611. doi: 10.1016/j.conbuildmat.2018.05.022 Simões, Y. S., Fernandes, F. P. D., Castro, A. L., & Munaiar Neto, J. (2023). Experimental and numerical analysis of the thermal and mechanical behaviour of steel and recycled aggregate concrete composite elements exposed to fire. Fire and Materials , 47 (1), 139 – 155. doi: https://doi.org/10.1002/fam.3084 Skariah Thomas, B., Yang, J., Bahurudeen, A., Chinnu, S. N., Abdalla, J. A., Hawileh, R. A., & Hamada, H. M. (2022). Geopolymer concrete incorporating recycled aggregates: A comprehensive review. In Cleaner Materials (Vol. 3). Elsevier Ltd. doi: 10.1016/j.clema.2022.100056 Xiao, J., Fan, Y., & Tawana, M. M. (2013). Residual compressive and flexural strength of a recycled aggregate concrete following elevated temperatures. Structural Concrete , 14 (2), 168 – 175. doi: 10.1002/suco.201200037 Younis, A., El-Sherif, H. E., & Ebead, U. (2022). Shear strength of recycled-aggregate concrete beams with glass-FRP stirrups. Composites Part C: Open Access , 8 . doi: 10.1016/j.jcomc.2022.100257 Zhang, P., Sun, X., Wang, F., & Wang, J. (2023). Mechanical Properties and Durability of Geopolymer Recycled Aggregate Concrete: A Review. In Polymers (Vol. 15, Issue 3). MDPI. doi: 10.3390/polym15030615

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