Table 1 Basic information of datasets for shear capacity of reinforced SFRC beams without web rebars.

²⁸

101

152

15.84

3.07

4.0–4.8

Straight wire

25.4

102

0.22, 0.44

33.2, 40.2

⁵²

120

200

10

0.75

1.0–4.0

44

85

0.75, 1.2

22.8–28.9

⁵³

100

180

16

3.09

3.08

42

60

1.0, 2.0

38.7, 42.4

²⁴

200, 300

250–700

16–25

2.87–4.47

2.33–2.98

–

40

1.0

76.8–93.3

⁵⁴

120

200

25

4.36, 4.55

1.0–4.0

41.25

75

0.5–2.0

31.6–39.4

³¹

85

150

12–19.75

2.0–5.72

2.0–3.5

Deformed wire

40, 30

133, 100

0.25–2.0

32.2–58.1

⁵⁵

200

100–300

10–22

1.84–3.54

1.0–3.0

30

60

0.75, 1.5

53.0, 50.0

⁵⁶

175

250

17.4

1.95

4.5

50

100

0.8

37.3

⁵⁷

100

100

9.5

1.66

3.52

25.4, 38.1

127–191

0.5–2.0

49.3–54.8

⁵⁸

150

300

16

2.67

3.5

30, 60

50, 85

1.0

27.2–38.3

⁵⁹

100

200

12, 16

1.26, 2.86

2.0, 2.5

30

60

0.48

41.4, 73.7

²⁸

101

152

15.84

3.07

1.2–5.0

Deformed cut sheet

25.4

62

0.22–1.76

33.2–40.2

⁵⁶

200

145–300

14–22

1.16–2.2

1.5–5.0

30

53

0.75, 1.5

46, 54

⁶⁰

200

300

20

1.78

3.02

30, 50

43, 50

0.5–1.0

38.3–51.0

⁶¹

150

300

20

4.93

2

30.8

46.6

1.0

57.9

⁶²

100

200

8–12.5

0.87–2.14

2

31

25.8

1.0

31.8–38.9

⁶³

145–155

300

22

1.91

1–4

25

42

0.5–2.0

28.1–37.8

⁶⁴

145–155

200–610

16–25

2.36

2.2

35

70

1.0

20.3–21.3

⁶⁵

140

300

22

3.03

1.5, 2.1

25, 31.2

42.4, 39.7

0.5–2.5

56.0–79.1

⁶⁶

150

300

28

3.14

1.0–4.0

Ingot mill

32

35.7

0.5–2.0

58.3–66.9

⁶⁷

150

300

25

2.52

2.0

32.2

35

0.5–2.0

38.5–41.5