Table 8 Shear reinforcement capacity under different empirical formulas.

From: Shear behavior of prefabricated steel–concrete connectors in prefabricated steel–concrete composite beams

Specimen

ZC-1

ZC-2

TK30-1

TK30-2

TK60-1

TK60-2

Test(Single root)

78.6

82.6

79.3

81.3

71.6

75.3

EC4

43.4

43.4

43.4

43.4

43.4

43.4

JTG/T D64

47.5

47.5

47.5

47.5

47.5

47.5

Sun

48.9

48.9

48.9

48.9

48.9

48.9

Oguejiofor

83.7

83.7

83.7

83.7

83.7

83.7

Hosain

61.8

61.8

61.8

61.8

61.8

61.8

Ahn

82.1

82.1

82.1

82.1

82.1

82.1

Test/EC4

1.81

1.90

1.83

1.87

1.65

1.74

Test/ JTG/T D64

1.65

1.74

1.67

1.71

1.51

1.59

Test/ Sun

1.61

1.69

1.62

1.66

1.46

1.54

Test/ Oguejiofor

0.94

0.99

0.95

0.97

0.86

0.90

Test/ Hosain

1.27

1.34

1.28

1.32

1.16

1.22

Test/ Ahn

0.96

1.01

0.97

0.99

0.87

0.92