Research Article
Three-Point Bending Behaviour of a Fabricated Concrete Connection with Steel Plate Hoop and Bolts
Table 3
Theoretical calculation results.
| | Specimen | (kN·m) | (kN·m) | (mm2) | (mm) | t (mm) |
| | RCB-00 | 28.36 | — | — | — | — | | PRCB-01 | 28.36 | 100.89 | 561(760) | 266 (400) | 5.85 (6.8) | | PRCB-02 | 28.36 | 100.89 | 561(760) | 266 (500) | 5.85 (6.8) | | PRCB-03 | 28.36 | 100.89 | — | 266 (400) | 5.85 (6.8) | | PRCB-04 | 28.36 | 100.89 | — | 266 (500) | 5.85 (6.8) | | PRCB-05 | 28.36 | 76.57 | — | 266 (400) | 5.30 (3.8) | | PRCB-06 | 28.36 | 76.57 | — | 266 (500) | 5.30 (3.8) |
|
|
