Table 1 Specimens parameters.
From: Effect of steel fiber content on fatigue performance of high-strength concrete beams
Beams number | Dimensions of section b (width) ×h (height) | Steel fiber volume fractions Vf | Lower fatigue load limit | Fatigue Load Upper Limit |
|---|---|---|---|---|
B0 | 151 mm×302 mm | 0 | 0.15 Mu | 0.5 Mu |
BSF05 | 149 mm×304 mm | 0.5% | 0.15 Mu | 0.5 Mu |
BSF10 | 151 mm×301 mm | 1.0% | 0.15 Mu | 0.5 Mu |
BSF15 | 150 mm×301 mm | 1.5% | 0.15 Mu | 0.5 Mu |
