Table 2 Experimental crack spacing in this study
From: An Adaptive Crack Width Prediction for Flexural Steel Reinforced UHPC Beams
Specimens | Wmax = 0.05 (mm) | Average | Wmax = 0.10 (mm) | Average | Wmax = 0.20 (mm) | Average |
|---|---|---|---|---|---|---|
L2.33%-1.5%-1 | 62.40 | 56.60 | 47.10 | 40.20 | 29.10 | 25.05 |
L2.33%-1.5%-2 | 50.80 | 33.30 | 21.00 | |||
L2.33%-2.0%-1 | 63.30 | 58.30 | 30.90 | 30.65 | 23.90 | 21.7 |
L2.33%-2.0%-2 | 53.30 | 30.40 | 19.50 | |||
L2.33%-3.0%-1 | 45.10 | 48.35 | 30.10 | 31.2 | 18.50 | 19.85 |
L2.33%-3.0%-2 | 51.60 | 32.30 | 21.20 | |||
L1.48%-2.0%-1 | 78.30 | 82.45 | 26.00 | 27.5 | 24.50 | 24.20 |
L1.48%-2.0%-2 | 86.60 | 29.00 | 23.90 | |||
L2.83%-2.0%-1 | 45.40 | 51.45 | 21.40 | 22.55 | 18.70 | 18.80 |
L2.83%-2.0%-2 | 57.50 | 23.70 | 18.90 |