Table 5 Maximum applied load, fracture energy Gf, and work of fracture Wf of PPFRC SCB specimens according to AASHTO TP105.

From: Effects of specimen geometry and size on mode I and mixed mode fracture behavior of high strength fiber reinforced concrete

Specimen

Radius, R(mm)

t/R

S2/S1

Fmax (kN)

ligament area (mm2)

Wf (kN.mm)

Gf (N/mm)

SCB5-0.2–0.33/0.34

50

0.33

0.34

3.59

666.4

16.105

24.167

SCB5-0.2–0.33/0.18

0.33

0.18

6.3732

666.4

92.676

139.069

SCB5-0.2–0.66/0.34

0.66

0.34

6.84

1333.2

5.9243

4.44372

SCB5-0.2–0.66/0.18

0.66

0.18

7.95

1333.2

15.417

11.564

SCB5-0.2–1/0.34

1

0.34

12.77

2000

129.664

64.832

SCB5-0.2–1/0.18

1

0.18

24.74

2000

653.718

326.853

SCB7.5–0.2–0.33/0.34

75

0.33

0.34

8.704

1500

37.54

44.553

SCB7.5–0.2–0.33/0.18

0.33

0.18

13.66

1500

367.993

25.961

SCB7.5–0.2–0.66/0.34

0.66

0.34

11.26

3000

208.678

36.695

SCB7.5–0.2–0.66/0.18

0.66

0.18

16.7

3000

77.327

158.533

SCB7.5–0.2–1/0.34

1

0.34

19.07

4500

94.962

88.102

SCB7.5–0.2–1/0.18

1

0.18

27.04

4500

339.447

35.592

SCB10-0.2–0.33/0.34

100

0.33

0.34

14.77

2666.4

118.798

44.553

SCB10-0.2–0.33/0.18

0.33

0.18

19.93

2666.4

69.223

25.961

SCB10-0.2–0.66/0.34

0.66

0.34

22.88

5332.8

195.692

36.695

SCB10-0.2–0.66/0.18

0.66

0.18

32.8

5332.8

845.427

158.533

SCB10-0.2–1/0.18

1

0.34

29.37

8000

70.481

88.101

SCB10-0.2–0.33/0.34

1

0.18

39.82

8000

284.735

35.591