Scientific Reports

Table 6 Fatigue life.

From: Experimental investigation on flexural fatigue performance of recycled aggregate concrete hybrid with basalt-polyacrylonitrile fiber

Specimen No	Stress level	Fatigue life
Specimen No	Stress level	N₁	N₂	N₃	Average value
NAC	0.8	3941	5874	7188	5668
	0.7	20,451	65,157	86,971	57,526
	0.6	269,186	398,234	553,289	406,903
RAC	0.8	1069	3982	5631	3561
	0.7	9632	12,243	30,698	17,524
	0.6	167,709	201,584	373,785	247,693
B0P0.1	0.8	5982	6892	8459	7111
	0.7	45,698	70,732	159,375	91,935
	0.6	373,954	451,762	696,241	507,319
B0P0.15	0.8	3698	5215	6987	5300
	0.7	28,548	57,850	109,745	65,381
	0.6	306,823	398,934	615,799	440,519
B0.1P0	0.8	2941	4583	6325	4616
	0.7	25,824	39,376	93,136	52,779
	0.6	285,180	356,867	415,854	352,634
B0.15P0	0.8	4029	5652	9170	6284
	0.7	31,587	62,008	125,481	73,025
	0.6	379,831	432,891	635,269	482,664
B0.2P0	0.8	2749	4328	5984	4354
	0.7	9745	24,249	35,845	23,280
	0.6	232,584	284,879	441,489	319,651
B0.1P0.1	0.8	4358	7734	9598	7230
	0.7	52,985	91,061	116,339	86,795
	0.6	369,875	670,122	815,894	618,630
B0.1P0.15	0.8	5947	8954	11,032	8644
	0.7	33,541	133,541	198,546	121,876
	0.6	652,841	712,214	964,832	776,629
B0.15P0.1	0.8	3979	6748	8999	6575
	0.7	30,582	72,133	133,984	78,900
	0.6	259,587	506,987	718,439	495,004
B0.15P0.15	0.8	2683	5182	6378	4748
	0.7	15,698	46,792	103,361	55,284
	0.6	188,541	413,795	526,413	376,250
B0.2P0.1	0.8	6506	9048	11,890	9148
	0.7	68,828	87,927	165,896	107,550
	0.6	452,171	742,584	909,515	701,423

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