Official Journal of the Japan Wood Research Society
Table 1 Parameters of beam specimens
From: Flexural behavior of bamboo–concrete composite beams with perforated steel plate connections
Group | Specimen | Concrete | Bamboo | Section shape | Connectors | Number of specimens | |||
|---|---|---|---|---|---|---|---|---|---|
Width (mm) | Height (mm) | Width (mm) | Height (mm) | Number | Spacing (mm) | ||||
B0 | B0-1/B0-2 | – | – | 70 | 140 | Rectangular | – | – | 2 |
BP100 | BP100-1/BP100-2 | 200 | 50 | 70 | 140 | T shape | 25 | 100 | 2 |
BP150 | BP150-1/BP150-2 | 200 | 50 | 70 | 140 | T shape | 16 | 150 | 2 |
BP200 | BP200-1/BP200-2 | 200 | 50 | 70 | 140 | T shape | 12 | 200 | 2 |
BP250 | BP250-1/BP250-2 | 200 | 50 | 70 | 140 | T shape | 10 | 250 | 2 |
BP300 | BP300-1/BP300-2 | 200 | 50 | 70 | 140 | T shape | 8 | 300 | 2 |