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 | Â | Â | Â | Â | Â | Â | Â | Â | Â |
 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 | Â | Â | Â | Â | Â | Â | Â | Â | Â |
 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 | Â | Â | Â | Â | Â | Â | Â | Â | Â |
 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 | Â | Â | Â | Â | Â | Â | Â | Â | Â |
 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 |