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D. Fellah et alii, Frattura ed Integrità Strutturale, 67 (2014) 58-79; DOI: 10.3221/IGF-ESIS.67.05

evaluating the equivalent stiffness of multiply coated ellipsoidal heterogeneities, Int. J. Solids Struct., 171, pp. 103–116, DOI: 10.1016/j.ijsolstr.2019.04.023. [38] Rodrigues, E.A., Gimenes, M., Bitencourt, L.A.G., Manzoli, O.L. (2021). A concurrent multiscale approach for modeling recycled aggregate concrete, Constr. Build. Mater., 267, pp. 121040, DOI: 10.1016/j.conbuildmat.2020.121040. [39] Mazars J. (1986). A description of micro-and macroscale damage of concrete structures. Engineering Fracture Mechanics, 25(5-6), pp. 729-737. DOI: 10.1016/0013-7944(86)90036-6. [40] Mazars J., Hamon F., Grange S. (2015). A new 3D damage model for concrete under monotonic, cyclic and dynamic loadings. Materials and Structures, 48(11), pp. 3779-3793. DOI: 10.1617/s11527-014-0439-8. [41] Benyahi, K., Bouafia, Y., Kachi, MS., Hamri, A., Benakli, S. (2021). Periodic homogenization and damage evolution in RVE composite material with inclusion, Frat. Ed Integrita Strutt., 15(58), pp. 319–343, DOI: 10.3221/IGF-ESIS.58.24. [42] Suquet, P. (1997). Effective properties of nonlinear composites, Contin. Micromecanics, pp. 198–264, DOI: 10.1007/978-3-7091-2662-2_4. [43] Suquet, P. (1995). Overalle properties of nonlinear composites, Solid Mech. Its Appl., 46, pp. 149–156, DOI: 10.1007/978-94-009-1756-9_19.

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