Table 3 Load–deflection results.
From: Effect of Recycled Concrete on the Flexural Behavior of Concrete-Filled FRP Tubes
Load (kN) | HFT (mm) | RCFFT-0 (mm) | RCFFT-25 (mm) | RCFFT-50 (mm) | RCFFT-100 (mm) |
|---|---|---|---|---|---|
150 | 10.70 (at 136.88Â kN) | 6.32 | 6.57 | 6.58 | 6.86 |
250 | – | 11.01 | 11.24 | 11.26 | 12.00 |
350 | – | 15.90 | 16.66 | 17.01 | 17.59 |
450 | – | 21.60 | 23.07 | 23.38 | 23.85 |