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Table 4 Pull-out test results.

From: An Experimental Study on Bond Strength of Reinforcing Steel in Self-Consolidating Concrete

Section

\( {\text{f}}_{\text{c}}^{ '} \) (MPa)

P (kN)

\( {{\upmu}} \) (MPa)a

\( \frac{\text{P}}{{\root{{}} \of {{\frac{{{\text{f}}_{\text{c(test)}}^{ '} }}{{{\text{f}}_{\text{c(design)}}^{ '} }}}}}} \) (kN)

Pave (kN)

COV (%)b

\( \frac{\text{P}}{{\root{ 4} \of {{\frac{{{\text{f}}_{\text{c(test)}}^{ '} }}{{{\text{f}}_{\text{c(design)}}^{ '} }}}}}} \) (kN)

Pave (kN)

COV (%)b

NCC

         

 13-1

39.9

55.2

21.0

56.5

55.6

3.5

55.7

54.7

3.5

 13-2

55.5

21.2

56.9

56.0

 13-3

52.0

19.8

53.3

52.5

 19-1

134.4

25.2

137.6

136.1

1.1

135.6

134.1

1.1

 19-2

132.9

24.9

136.1

134.1

 19-3

131.4

24.6

134.6

132.6

NSCC

         

 13-1

47.2

69.0

26.3

64.6

63.8

1.8

66.8

66.0

1.9

 13-2

66.7

25.4

62.5

64.5

 13-3

68.8

26.2

64.4

66.6

 19-1

161.9

30.3

151.6

151.1

2.9

156.7

156.1

2.9

 19-2

156.5

29.3

146.6

151.4

 19-3

165.7

31.0

155.2

160.3

HCC

         

 13-1

66.4

83.0

31.6

84.6

86.4

5.2

73.7

75.3

5.2

 13-2

81.6

31.1

83.1

72.5

 13-3

89.8

34.2

91.5

79.8

 19-1

194.2

36.4

197.9

199.4

0.75

172.5

173.9

0.75

 19-2

197.1

36.9

200.9

175.1

 19-3

195.8

36.7

199.5

174.0

HSCC

         

 13-1

67.2

79.4

30.3

80.4

81.4

1.4

70.3

71.2

1.3

 13-2

80.4

30.6

81.4

71.2

 13-3

81.5

31.1

82.6

72.2

 19-1

182.8

34.2

185.2

182.2

1.6

161.9

159.3

1.6

 19-2

179.7

33.7

182.0

159.2

 19-3

177.1

33.2

179.4

156.9

  1. aAverage bond strength.
  2. bCoefficient of variation (COV).