PSI - Issue 64

Haider Mraih et al. / Procedia Structural Integrity 64 (2024) 1402–1410 Haider Mraih/ Structural Integrity Procedia 00 (2019) 000–000

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to highlight these inconsistencies is warranted. Additionally, it was observed that FRPs change the failure mode from pure brittle shear failure to flexural failure for structural members without stirrups. A comparative study among CFRP, AFRP, and DFRP against impact loads could establish a reference for selecting the best composite materials to mitigate the impact on civil structures. References AĞCAKOCA, E. & BıYıKLıOĞLU, E. 2020. Experimentally and numerically investigating the performances of aramid fiber-reinforced steel beams under impact loadings. Arabian Journal for Science and Engineering, 45 , 8053-8068. AL- OQLA, F. M. & SAPUAN, S. 2017. Materials selection for Natural fiber composites , Woodhead Publishing. AL-SAADI, N. T. K., MOHAMMED, A., AL- MAHAIDI, R. & SANJAYAN, J. 2019. Performance of NSM FRP embedded in concrete under monotonic and fatigue loads: state-of-the-art review. Australian Journal of Structural Engineering, 20 , 89-114. AS5100.8 2017. Part 8 : Rehabilitation and strengthening of Existing bridges. CANTWELL, W. & SMITH, K. 1999. The static and dynamic response of CFRP -strengthened concrete structures. Journal of materials science letters, 18 , 309-310. DANIEL, I., LABEDZ, R. & LIBER, T. 1981. New method for testing composites at very high strain rates: A method was developed for testing and characterizing unidirectional and angle-ply composite laminates at strain rates in the 100 to 500 s− 1 regime. Experimental mechanics, 21 , 71-77. DJERRAD, A., FAN, F., ZHI, X. & WU, Q. 2019. Experimental and FEM analysis of AFRP strengthened short and long steel tube under axial compression. Thin-Walled Structures, 139 , 9-23. ERKI, M. & MEIER, U. 1999. Impact loading of concrete beams externally strengthened with CFRP laminates. Journal of Composites for Construction, 3 , 117-124. FOROUTAN, R., NEMES, J., GHIASI, H. & HUBERT, P. 2013. Experimental investigation of high strain -rate behaviour of fabric composites. Composite structures, 106 , 264-269. GURBUZ, T. 2018. Impact performance and mitigation of reinforced concrete columns. Queensland University of Technology. GURBUZ, T., ILKI, A., THAMBIRATNAM, D. & PERERA, N. AFRP retrofit of reinforced concrete columns against impact loading. Proceedings of the Second International Conference on Performance-based and Lifecycle Structural Engineering (PLSE 2015), 2015. School of Civil Engineering, The University of Queensland, 449-458. HITE, M. C. 2007. Evaluation of the performance of bridge steel pedestals under low seismic loads. Georgia Institute of Technology. JEROME, D. & ROSS, C. 1997. Simulation of the dynamic response of concrete beams externally reinforced with carbon-fiber reinforced plastic. Computers & structures, 64 , 1129-1153. JING, Y., ZHANG, X., ZHOU, Y., ZHAO, Y. & LI, W. 2023. Dynamic Response and Impact Force Calculation of PC Box Girder Bridge Subjected to Over-Height Vehicle Collision. Buildings, 13 , 495. KIM, N.-S., LEE, J.- H. & CHANG, S. -P. 2009. Equivalent multi-phase similitude law for pseudodynamic test on small scale reinforced concrete models. Engineering Structures, 31 , 834-846. KISHI, N., KOMURO, M., KAWARAI, T. & MIKAMI, H. 2020. Low -velocity impact load testing of RC beams strengthened in flexure with bonded FRP sheets. Journal of Composites for Construction, 24 , 04020036. KURIHASHI, Y., KONO, K., YASUDA, E. & KOMURO, M. 2021. Impact Resistance Design of Porosity -Free Concrete Beams Strengthened with Aramid Fiber-Reinforced Polymer Sheet. ACI Structural Journal, 118 , 101-111. LIU, T. & XIAO, Y. Experimental and Numerical Investigation on Impact Loading Behaviors of CFRP Retrofitted RC Beams Without Stirrups. 8th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE 2016), Hong Kong, 2016. LIU, T. & XIAO, Y. 2017. Impact behavior of CFRP -strip-wrapped RC beams without stirrups. Journal of Composites for Construction, 21 , 04017035.