Influence of the Steel Fiber Content on the Flexural Fatigue Behavior of Recycled Aggregate Concrete

Table 5

Weibull distribution parameters.

Mixtures	S	b	c
NAC	0.9	2.00399	12.15046	0.99618
	0.7	0.78592	8.20299	0.93765
	0.6	2.5375	29.64101	0.95008
RAC	0.9	1.82436	10.05838	0.96108
	0.7	0.63701	6.47025	0.9882
	0.6	2.25161	24.9172	0.966
SF0.5RAC	0.9	1.68715	9.91543	0.98699
	0.7	0.6977	7.25035	0.89483
	0.6	1.73609	19.94081	0.98391
SF1.0RAC	0.9	2.57424	16.12271	0.9202
	0.7	2.98509	32.92512	0.97878
	0.6	2.66652	31.1011	0.95531
SF1.5RAC	0.9	1.8024	11.03497	0.97917
	0.7	3.67766	38.66715	0.97437
	0.6	1.97524	22.83735	0.98922
SF2.0RAC	0.9	2.08966	12.17696	0.97781
	0.7	4.25435	45.24525	0.98519
	0.6	2.47691	27.31486	0.97605