1 Introduction
2 Experimental Program
Specimen | RCFFT-0 | RCFFT-25 | RCFFT-50 | RCFFT-100 |
---|---|---|---|---|
RCA (kg/m3) | 0 | 214 | 427 | 854 |
NCA (kg/m3) | 854 | 640 | 427 | 0 |
Cement (kg/m3) | 354 | 354 | 354 | 354 |
Sand (kg/m3) | 848 | 848 | 848 | 848 |
Water (kg/m3) | 202 | 202 | 202 | 202 |
W/C | 57 | 57 | 57 | 57 |
Compressive strength (MPa) | 30.98 | 29.64 | 29.60 | 26.74 |
3 Finite Element Analysis
4 Experimental and Numerical Results
Specimen | Experimental deflection (mm) | Theoretical deflection (mm) | Error rate (%) |
---|---|---|---|
HFT | 10.70 (at 136.88 kN) | 10.42 (at 136.88 kN) | 2.6 |
RCFFT-0 | 6.32 | 6.21 | 1.7 |
RCFFT-25 | 6.57 | 6.33 | 3.6 |
RCFFT-50 | 6.58 | 6.45 | 2.0 |
RCFFT-100 | 6.86 | 6.58 | 4.1 |
Load (kN) | HFT (mm) | RCFFT-0 (mm) | RCFFT-25 (mm) | RCFFT-50 (mm) | RCFFT-100 (mm) |
---|---|---|---|---|---|
150 | 10.70 (at 136.88 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 |