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International Journal of Concrete Structures and Materials

Table 5 Comparison of RD predictions and experimental results.

From: Experimental Verification of Resistance-Demand Approach for Shear of HSC Beams

Beam

Ultimate shear

V u exp (kN)

\( V_{RD}^{*} \)

(kN)

\( V_{u \, exp} /V_{RD}^{*} \)

Group I

B700-5-r1

104.5

86

1.22

B700-5-r2

130

121

1.07

B700-5-r3

143

139

1.03

B700-4-r1

105.5

105

1.0

B700-4-r2

140

131

1.07

B700-4-r3

162

150

1.08

B700-3-r1

116

122

0.95

B700-3-r2

156

145

1.08

B700-3-r3

204

163

1.25

 

Mean

 

1.08

 

SD

 

0.1

 

COV (%)

 

9

Group II

B400-5-r1

67.5

62

1.09

B400-5-r2

77

87

0.89

B400-5-r3

107.5

100

1.08

B400-4-r1

77.5

75

1.03

B400-4-r2

107.5

94

1.14

B400-4-r3

121.5

108

1.13

B400-3-r1

103.5

89

1.16

B400-3-r2

130

104

1.25

B400-3-r3

137.5

117

1.18

 

Mean

 

1.1

 

SD

 

0.1

 

COV (%)

 

9

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