Issue 78

M. Adel et.al, Frattura ed Integrità Strutturale, 78 (2026) 168-185; DOI: 10.3221/IGF-ESIS.78.10

[14] Elakhras, A.A., Seleem, M.H. and Sallam, H.E.M. (2022). Real fracture toughness of FRC and FGC: size and boundary effects, Archives of Civil and Mechanical Engineering, 22(2), p. 99. DOI: http://dx.doi.org/10.1007/s43452-022-00424-6. [15] Sallam, H.E., Elakhras, A. and Seleem, M. (2022). Fracture toughness of matrix cracked FRC and FGC beams using equivalent TPFM, Frattura ed Integrità Strutturale, 16(60), pp. 73–88. DOI: http://dx.doi.org/10.3221/IGF-ESIS.60.06. [16] ESS 1658-6/2018, Egyptian Standard Specification for Testing of Concrete – Part 6: Compressive Strength Test, Egyptian Organization for Standardization and Quality (EOS), (2018). [17] BS EN 12390-6:2009, Testing hardened concrete – Part 6: Tensile splitting strength of test specimens, British Standards Institution (BSI), London. [18] ACI Committee 544.3R, Guide for Specifying, Proportioning, Mixing, Placing, and Finishing Steel Fiber Reinforced Concrete, (1993). [19] Ahmad, I., Qing, L., Khan, S., Cao, G., Ijaz, N. and Mu, R. (2021). Experimental investigations on fracture parameters of random and aligned steel fiber reinforced cementitious composites, Construction and Building Materials, 284, p. 122680. DOI: http://dx.doi.org/10.1016/j.conbuildmat.2021.122680. [20] Dupont, D. and Vandewalle, L. (2005). Distribution of steel fibres in rectangular sections, Cement and Concrete Composites, 27(3), pp. 391–398. DOI: http://dx.doi.org/10.1016/j.cemconcomp.2004.03.005. [21] Setti, F., Ezziane, K. and Setti, B. (2020). Investigation of mechanical characteristics and specimen size effect of steel fibers reinforced concrete, Journal of Adhesion Science and Technology, 34(13), pp. 1426–1441. DOI: http://dx.doi.org/10.1080/01694243.2019.1709340. [22] Altun, F., Haktanir, T. and Ari, K. (2007). Effects of steel fiber addition on mechanical properties of concrete and RC beams, Construction and Building Materials, 21(3), pp. 654–661. DOI: http://dx.doi.org/10.1016/j.conbuildmat.2005.12.006. [23] Lee, J.H., Cho, B. and Choi, E. (2017). Flexural capacity of fiber reinforced concrete with a consideration of concrete strength and fiber content, Construction and Building Materials, 138, pp. 222–231. DOI: http://dx.doi.org/10.1016/j.conbuildmat.2017.01.096. [24] Kang, S.T. and Kim, J.K. (2012). Investigation on the flexural behavior of UHPCC considering the effect of fiber orientation distribution, Construction and Building Materials, 28(1), pp. 57–65. DOI: http://dx.doi.org/10.1016/j.conbuildmat.2011.07.003. [25] Ahmad, S.S.E., Gamiaa, G.M.A. and El-Kholy, A.I. (2024). The effect of beam width and crack-depth ratio on mode I fracture toughness of RCB: an experimental and numerical study, Frattura ed Integrità Strutturale, 18(67), pp. 24–42. DOI: http://dx.doi.org/10.3221/IGF-ESIS.67.03.

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