Fracture Properties of Recycled Concrete Reinforced with Nanosilica and Steel Fibers

Table 5

The parameters of the damage constitutive model.

Number		(×)	Number		(×)
R0-0-0	0.3226	39.223	R100-0-0	0.3070	31.572
R0-0-0.75	0.3344	63.873	R100-0-0.75	0.3704	77.917
R0-0-1.5	0.2889	38.331	R100-0-1.5	0.2437	15.360
R0-1-0	0.2826	21.571	R100-1-0	0.3044	27.889
R0-1-0.75	0.2894	30.663	R100-1-0.75	0.3332	61.240
R0-1-1.5	0.2666	24.216	R100-1-1.5	0.2556	17.378
R0-2-0	0.2455	9.439	R100-2-0	0.2820	21.364
R0-2-0.75	0.2691	21.224	R100-2-0.75	0.3203	47.043
R0-2-1.5	0.2517	16.925	R100-2-1.5	0.2564	20.872