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Table 7 Shear strength comparison.

From: Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete Beams

Specimen

V-failure (kN)

V-ACI-318 (kN)

V-Campione et al. (kN)

V-Zsutty (kN)

V-Bazant et al. (kN)

V-BS8110 (kN)

V-fib-LoA-I (kN)

V-fib-LoA-II (kN)

V-Huber et al. (kN)

2Cont-MN-2.5

122.77

56.8

36.90

59.30

64.50

40.60

48.63

38.39

49.42

3Cont-MN-2

95.64

56.8

36.90

79.80

75.50

40.60

62.63

48.39

62.65

4Cont-M8-2

133.0

149.0

127.58

171.05

166.00

131.00

129.33

139.09

133.56

5Cont-M8-2.5

98.75

149.0

127.58

150.00

155.00

131.00

117.85

127.86

131.35

6Cont-M8-3

131.67

149.0

127.58

147.00

150.00

131.00

125.68

132.65

132.55

7Cont-M3-2.5

131.67

303.0

278.84

301.01

306.00

283.00

124.86

131.66

135.54