PSI - Issue 68

Aseel Salameh et al. / Procedia Structural Integrity 68 (2025) 166–172 A. Salameh et al. / Structural Integrity Procedia 00 (2025) 000–000

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Composite Structures 220, 31–44. https://doi.org/10.1016/j.compstruct.2019.03.063 Hognestad E, Hlanson NW, McHenry D., 1955. Concrete Stress Distribution in Ultimate Strength Design. ACI Journal Proceedings 52, 455-480. Ko, H., Matthys, S., Palmieri, A., Sato, Y., 2014. Development of a simplified bond stress-slip model for bonded FRP-concrete interfaces. Construction and Building Materials 68, 142–157. https://doi.org/10.1016/j.conbuildmat.2014.06.037 Liu, K. (2013). Analytical study on bond characterization of hybrid-bonded FRP to concrete interfaces. Applied Mechanics and Materials 405– 408, 2528–2533. https://doi.org/10.4028/www.scientific.net/AMM.405-408.2528 Lu, X. Z., Teng, J. G., Ye, L. P., Jiang, J. J., 2005. Bond-slip models for FRP sheets/plates bonded to concrete. Engineering Structures 27(6), 920– 937. https://doi.org/10.1016/j.engstruct.2005.01.014 MAPEI. (2016). MAPEI-1002-4-2016 (GB) High strengh uni-directional carbon fibre fabric with high modulus of elasticity. 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