Research Article
Minimum Flexural Reinforcement Steel Ratios of High-Strength Concrete Beams
Table 7
Details of the beam specimens.
| | Size | ρ (%) | Beam ID |
| | S | 0.000 | CS00 | | 0.130 | CS15 | | 0.310 | CS33 | | 0.620 | CS65 |
| | M | 0.000 | CM00 | | 0.126 | CM15 | | 0.300 | CM33 | | 0.600 | CM65 |
| | L | 0.000 | CL00 | | 0.128 | CL15 | | 0.300 | CL33 | | 0.600 | CL65 |
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