Table 3 Peak forces of test specimens.
From: Experimental Research on the Shear Connectors in Foam Concrete with C-Channel Embedment
Concrete density (kg/m3) | Peak vertical force (kN) | |||||
|---|---|---|---|---|---|---|
Group C | Average value | Group E | Average value | Group F | Average value | |
116.92 | 131.49 | 148.67 | ||||
800 | 110.29 | 111.61 | 130.05 | 131.83 | 150.30 | 150.54 |
107.61 | 133.94 | 152.64 | ||||
130.79 | 147.66 | 162.08 | ||||
1000 | 133.79 | 130.67 | 151.10 | 149.41 | 153.41* | 162.77 |
127.44 | 149.47 | 163.46 | ||||
143.31 | 162.33 | 182.62 | ||||
1200 | 146.24 | 144.18 | 159.16 | 162.32 | 179.68 | 180.78 |
142.99 | 165.47 | 180.03 | ||||
174.52 | 189.86 | 206.65 | ||||
1600 | 169.27 | 169.94 | 187.37 | 188.28 | 209.46 | 204.25 |
166.02 | 187.62 | 196.64 | ||||
Average value | 139.10 | 157.96 | 175.66 | |||