“…In conclusion, at low proportions of WRSF, the CS of concrete is primarily determined by the internal matrix structure of the concrete, compared to SFs [21,88]. [76], (e) Virgin PP draw-wired fibers [76], (f) Textile waste fiber [53], (g) Kraft pulp Fiber [53], (h) Waste polypropylene carpet fibers [77], (i) Waste carpet face fibers [78], (j) Waste carpet fibers [79], (k) Waste steel scrap [80], (l) Tire-recycled steel fibers [80], (m) Waste recycled plastic fiber [38], (n) Waste recycled woven plastic sack fiber [18], (o) Waste fishing-net fiber [81], (p) Waste recycled steel fiber [82].…”