Table 8 The fatigue life at different failure probabilities.

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

Specimen No

Stress level

Failure probability

Specimen No

Stress level

Failure probability

0.05

0.1

0.5

0.05

0.1

0.5

NAC

S = 0.8

2037

5002

5635

B0.2P0

S = 0.8

1175

3674

4274

S = 0.7

3767

38,161

51,899

S = 0.7

2298

16,543

21,501

S = 0.6

121,836

348,904

401,220

S = 0.6

102,736

277,384

316,491

RAC

S = 0.8

155

2180

3097

B0.1P0.1

S = 0.8

1799

2628

7093

S = 0.7

1811

12,515

16,177

S = 0.7

22,216

32,213

85,178

S = 0.6

54,490

202,702

241,335

S = 0.6

176,998

260,111

712,377

B0P0.1

S = 0.8

3979

6665

7138

B0.1P0.15

S = 0.8

3018

4030

8586

S = 0.7

9769

65,542

84,390

S = 0.7

4331

10,422

103,736

S = 0.6

167,624

442,175

502,960

S = 0.6

375,777

459,678

778,954

B0P0.15

S = 0.8

1835

4647

5257

B0.15P0.1

S = 0.8

1628

2381

6436

S = 0.7

6436

45,965

59,677

S = 0.7

6084

11,982

70,619

S = 0.6

132,422

378,052

434,560

S = 0.6

85,001

136,750

474,645

B0.1P0

S = 0.8

1273

3909

4537

B0.15P0.15

S = 0.8

1000

1527

4625

S = 0.7

5133

36,988

48,078

S = 0.7

2000

4748

45,623

S = 0.6

188,905

328,660

353,739

S = 0.6

58,285

96,447

360,346

B0.15P0

S = 0.8

1534

5213

6132

B0.2P0.1

S = 0.8

3353

4418

9092

S = 0.7

6724

50,597

66,149

S = 0.7

21,424

33,156

103,978

S = 0.6

188,441

431,450

481,617

S = 0.6

207,681

289,792

693,033