Research Article
Three-Point Bending Behaviour of a Fabricated Concrete Connection with Steel Plate Hoop and Bolts
| Specimen | Cross-section of precast concrete column (mm × mm) | Actual measured thickness of steel plate hoop (mm) | Length of steel plate hoop (mm) | Bolts | Strength of concrete |
| RCB-00 | 150 × 200 | — | — | — | C30 | PRCB-01 | 150 × 200 | 6.8 | 400 | 4d22HRB400 | C30 | PRCB-02 | 150 × 200 | 6.8 | 500 | 4d22HRB400 | C30 | PRCB-03 | 150 × 200 | 6.8 | 400 | — | C30 | PRCB-04 | 150 × 200 | 6.8 | 500 | — | C30 | PRCB-05 | 150 × 200 | 3.8 | 400 | — | C30 | PRCB-06 | 150 × 200 | 3.8 | 500 | — | C30 |
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