Serial number | Maximum interfacial shear load \(F/\text{k} \text{N}\) | Maximum interfacial deformation and sliding \(S_{\text{f}} /\text{mm}\) | Ultimate shear strength \(\tau_{\text{f}} /\text{MPa}\) | Failure pattern | ||
---|---|---|---|---|---|---|
Average | Standard deviation | Average | Standard deviation | |||
L200-Rp-1 | 61.10 | 1.849 | 0.480 | 0.02944 | 1.526 | Double side shear |
L200-Rp-2 | 106.30 | 1.791 | 0.555 | 0.02160 | 2.657 | Double side shear |
L200-Rp-3 | 96.80 | 1.846 | 0.605 | 0.01472 | 2.420 | Double side shear |
L200-Rp-4 | 65.85 | 1.102 | 0.365 | 0.02858 | 1.646 | Double side shear |
L200-Rp-5 | 55.13 | 2.180 | 0.451 | 0.02531 | 1.378 | Double side shear |
L200-Rp-6 | 74.58 | 1.577 | 0.530 | 0.01780 | 1.864 | Double side shear |
L200-Rp-7 | 51.10 | 1.105 | 0.305 | 0.01225 | 1.278 | Double side shear |
L200-Rp-8 | 45.65 | 1.674 | 0.530 | 0.00816 | 1.141 | Double side shear |
L300-Rp-1 | 99.05 | 2.245 | 0.905 | 0.03629 | 1.651 | TRC layered |
L100-Rp-1 | 39.20 | 2.177 | 0.265 | 0.02041 | 1.960 | Double side shear |
L200-Rc-1 | 158.73 | 1.698 | 0.415 | 0.01551 | 3.968 | Existing concrete failure |