Dynamic Stress-Strain Behaviour of Steel Fiber Reinforced High-Performance Concrete with Fly Ash

Table 2

Mixed aggregate gradations.

			Particle size (mm)
	0–0.25	0.25–0.5	0.5–1.0	1-2	2–4	4–8	8–16
Content (%)	11.4	23.7	14.0	7.9	14.33	21.5	7.17