Research Article
Uniaxial Bond Stress-Slip Relationship of Reinforcing Bars in Concrete
Table 2
Comparison results for the maximum bond stress and the associated slip.
| Method Type | Data of Experiment | Present Study | Ikki | Shima | JSCE | | [%] | | [%] | | | | | (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) |
| TH1-30 | 1.013 | 0.189 | 0.852 | 0.169 | 0.166 | 0.264 | 0.0891 | TH1-45 | 0.813 | 0.179 | 0.845 | 0.159 | 0.166 | 0.264 | 0.0891 | TH0-30 | 0.834 | 0.230 | 0.857 | 0.221 | 0.166 | 0.264 | 0.0891 | TH0-45 | 1.050 | 0.197 | 0.850 | 0.178 | 0.166 | 0.264 | 0.0891 | TV0-45 | 0.847 | 0.197 | 0.865 | 0.201 | 0.185 | 0.264 | 0.0891 | TV0-50 | 0.832 | 0.196 | 0.809 | 0.190 | 0.185 | 0.264 | 0.0891 | D-30 | 0.771 | 0.199 | 0.831 | 0.205 | 0.207 | 0.295 | 0.0999 | D-45 | 0.930 | 0.180 | 0.850 | 0.172 | 0.207 | 0.295 | 0.0999 |
| Mean | 0.886 | 0.196 | 0.845 | 0.187 | 0.181 | 0.272 | 0.092 |
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