Research Article
Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members
Table 1
Details and properties of specimens.
| | Specimen names | | Longitudinal reinforcement | Transverse reinforcement | Steel fiber reinforcement | | Steel bars () | | Steel bars () | | | | | | Fiber shape |
| | MT30-0.77 | 29.3 | 6-D13 (0.43%) | 489.8 | D10 (0.34%) | 467.5 | 180 | Without fibers | | MT30-1.32 | 29.3 | 6-D19 (0.98%) | 500.4 | D10 (0.34%) | 467.5 | 180 | Without fibers | | MT40-1.32 | 40.3 | 6-D19 (0.98%) | 500.4 | D10 (0.34%) | 467.5 | 180 | Without fibers | | MT40-1.89 | 40.3 | 6-D19 (0.98%) | 489.8 | D13 (0.91%) | 489.8 | 120 | Without fibers | | MTF25-0.77 | 24.0 | 6-D13 (0.43%) | 489.8 | D10 (0.34%) | 467.5 | 180 | 2.0 | 30 | 0.5 | Hooked | | MTF25-N | 24.0 | 6-D13 (0.43%) | 489.8 | Without transverse steel | 2.0 | 30 | 0.5 | Hooked |
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