Research Article
Shear Capacity and Failure Behavior of Steel-Reinforced High Ductile Concrete Beams
Table 2
Parameters of specimens.
| | Beam type | , mm | Steel | | Stirrup | Tension/compression reinforcement |
| | D-2 | 1500 | — | 2.0 | — | | | T-2 | 1500 | 2.0 | 6.5@120 | | S-2 | 1500 | HN175 × 90 | 2.0 | | S-1 | 900 | 1.0 | | S-15 | 1200 | 1.5 | | S-3 | 2100 | 3 |
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