Issue 60

A. Elakhras et alii, Frattura ed Integrità Strutturale, 60 (2022) 73-88; DOI: 10.3221/IGF-ESIS.60.06

[42] RILEM TC QFS. (2004). Quasibrittle fracture scaling and size effect- Final report1, Mater. Struct. Constr., 37(272), pp. 547–568, DOI: 10.1617/14109. [43] Bažant, Z.P., Pfeiffer, P.A. (1987). Determination of fracture energy by size effect and brittleness number, ACI Mater. J., pp. 463–480. [44] Abou El-Mal, H.S.S., Sherbini, A.S., Sallam, H.E.M. (2015). Mode II fracture toughness of hybrid FRCs, Int. J. Concr. Struct. Mater., 9(4), pp. 475–486, DOI: 10.1007/s40069-015-0117-4. [45] Mousa, S., Abd-Elhady, A.A., Kim, G.Y., Sallam, H.E.M. (2018). Fracture behavior of roll bonded Al-brass-Al multilayer composites-Concept of the maximum undamaged defect size (d max ), Procedia Struct. Integr., 13(January 2019), pp. 686–693, DOI: 10.1016/j.prostr.2018.12.114. [46] Mubaraki, M., S.A. Osman., H.E.M. Sallam. (2019). Effect of RAP content on flexural behavior and fracture toughness of flexible pavement, Lat. Am. J. Solids Struct., 16(3), pp. 1–15. [47] Mubaraki, M., Sallam, H.E.M. (2020). Reliability study on fracture and fatigue behavior of pavement materials using SCB specimen, Int. J. Pavement Eng., 21(13), pp. 1563–1575, DOI: 10.1080/10298436.2018.1555332. [48] Pook, L.P. (1975). Analysis and application of fatigue crack growth data, J. Strain Anal. Eng. Des., 4(10), pp. 242–250. [49] Taylor, D. (2007). The theory of critical distances: A new perspective in fracture mechanics, Oxford, UK, Elsevier. [50] RILEM Committee on Fracture Mechanics of Concrete-Test Methods (RILEM 50-FMC). (1985). Determination of the fracture energy of mortar and concrete by means of three-point bend test on notched beams, Mater. Struct., 18, pp. 285–290. [51] Rosselló, C., Elices, M., Guinea, G.V. (2006). Fracture of model concrete: 2. Fracture energy and characteristic length, Cem. Concr. Res., (36), pp. 1345–1353.

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