Official Journal of the Japan Wood Research Society
Table 4 Maximum slip under different load levels
From: Flexural behavior of bamboo–concrete composite beams with perforated steel plate connections
Specimens | Load (kN) | Slip (mm) | PL/300 (kN) | Slip (mm) | PL/250 (kN) | Slip (mm) | Ultimate load (kN) | Slip (mm) |
|---|---|---|---|---|---|---|---|---|
BP100-1 | 30 | 0.12 | 33.7 | 0.23 | 37.4 | 0.41 | 71.9 | 6.12 |
BP100-2 | 30 | 0.08 | 33.2 | 0.14 | 35.5 | 0.17 | 68.0 | 3.76 |
BP150-1 | 30 | 0.04 | 38.0 | 0.14 | 43.3 | 0.21 | 72.7 | 6.97 |
BP150-2 | 30 | 0.09 | 33.2 | 0.11 | 39.5 | 0.17 | 76.2 | 5.01 |
BP200-1 | 30 | 0.15 | 33.8 | 0.24 | 39.2 | 0.40 | 73.8 | 13.35 |
BP200-2 | 30 | 0.09 | 34.3 | 0.14 | 39.8 | 0.24 | 66.8 | 4.31 |
BP250-1 | 30 | 0.12 | 30.3 | 0.12 | 35.6 | 0.21 | 71.4 | 10.11 |
BP250-2 | 30 | 0.06 | 34.7 | 0.14 | 38.5 | 0.19 | 81.1 | 3.49 |
BP300-1 | 30 | 0.27 | 26.8 | 0.17 | 30.6 | 0.29 | 78.6 | 7.49 |
BP300-2 | 30 | 0.20 | 29.2 | 0.16 | 33.9 | 0.28 | 81.7 | 9.64 |