Issue 72

M. A. M. Khalil, Fracture and Structural Integrity, 72 (2025) 193-210; DOI: 10.3221/IGF-ESIS.72.14

[15] Shahaji, P. (2019). Experimental study on load carrying capacity of RCC beam by using pultruded Frp I- section & C-section, International Journal of Science and Research 8 (7), pp. 1128-1133, DOI: 10.21275/ART20199762. [16] Kwan, W. and Ramli, M. (2013). Indicative performance of fiber reinforced polymer (FRP) encased beam in flexure, Construction and Building Materials 48, pp. 780-788, DOI: 10.1016/j.conbuildmat.2013.07.013. [17] Keller, T. (2001). Recent all-composite and hybrid fiber-reinforced polymer bridges and buildings, Structural Engineering and Materials 3(2), pp. 132-140, DOI: 10.1002/pse.66. [18] Eskenati, A., Mahboob, A., Bernat-Maso, E., and Gil, L. (2022). Experimental and numerical study of adhesively and bolted connections of pultruded GFRP I-shape profiles, Polymers 14 (5), DOI: 10.3390/polym14050894. [19] Correia, M. (2012). Structural behavior of GFRP profiles experimental study and numerical modeling, higher technical institute, Engineering, Materials Science. [20] Wang, L., Fan, X., Chen, H. and Liu, W. (2016). Axial crush behavior and energy absorption capability of foam filled GFRP tubes under elevated and high temperatures, Composite Structure 149, pp. 339-350, DOI: 10.1016/j.compstruct.2016.04.028. [21] Wong, P., Davies, M. and Wang, Y. (2004). An experimental and numerical study of the behavior of glass fiber reinforced plastics (GRP) short columns at elevated temperatures, Composite Structure 63 (1), pp. 33-43, DOI: 10.1016/S0263-8223(03)00122-3 [22] Aydin, F. (2016). Effects of various temperatures on the mechanical strength of GFRP box profiles, Construction and Building Materials 127, pp. 843-849 2016. DOI: 10.1016/j.conbuildmat.2016.09.130. [23] OPCT, Fiberglass Products Company, 398 Kaiyuan Road, Jizhou District, Hengshui City, Hebei Province, China, www.Chopct.com. [24] Apeh, J. and Okoli, O. (2016). Evaluation of ductility index of concrete beams reinforced with rebars milled from scrap metals, Concrete research, 7(2), DOI: 10.20528/cjcrl. [25] Naaman, E. and Jeong, S. (1995). Structural ductility of concrete beams prestressed with FRP tendons, Proceedings of the second international RILEM symposium (FRPRCS-2): non-metallic (FRP) for concrete structures. Ghent, Belgium, pp. 379-386. [26] Kim, T. and Park, J. (2021). Evaluation of the performance and ductility index of concrete structures using advanced composite material strengthening methods, Polymers, 13, DOI: 10.3390/polym13234239. [27] Egyptian code for design and construction of reinforced concrete structures. (2018). ECPCS-203., Housing and Building National Research Center. Ministry of Housing, Utilities and Urban Planning, Giza, Egypt. [28] Specification for structural Steel buildings (2010). (AISC 360). ANSI/AISC 360-10. Chicago (IL): American Institute of Steel Construction. [29] Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings, (2004). EN 1994-1-1, Eurocode 4. London: British Standards Institution.

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