Mechanical and Durability Performance of High-Strength Concrete with Waste Tyre Steel Fibres

Figure 9

Compressive strength of concrete. (a) Effect of curing age for 30 mm fibre length. (b) Effect of curing age for 50 mm fibre length. (c) Effect of curing age for 60 mm fibre length. (d) Effect of fibre content at 28 days of curing.

(a)

(b)

(c)

(d)