“…For typical engineering applications, materials that lead to a quasibrittle behavior include e.g. concrete [23,24,26], composites [25,27,34], and nanocomposites [28,29,35,36]. In quasibrittle structures, the size of the non-linear Fracture Process Zone (FPZ) occurring in the presence of a large stress-free crack is usually not negligible [23][24][25][26][27][28][29][30].…”