Research Article
Shear Capacity and Failure Behavior of Steel-Reinforced High Ductile Concrete Beams
Table 5
Comparison between calculation and test values.
| | Beam | , kN | , kN | | | | , kN | |
| | D-2 | 236.50 | 126.40 | 1.87 | 1.92 | 1.31 | 238.90 | 0.99 | | T-2 | 292.00 | 179.53 | 1.63 | 1.94 | 1.33 | 292.03 | 1.00 | | S-2 | 401.00 | 303.61 | 1.32 | 1.93 | 1.32 | 401.66 | 1.00 | | S-1 | 678.00 | 342.38 | 1.98 | 2.95 | 2.02 | 663.24 | 1.02 | | S-15 | 492.50 | 328.96 | 1.50 | 2.29 | 1.57 | 495.19 | 0.99 | | S-3 | 289.00 | 282.85 | 1.02 | 1.29 | 0.88 | 300.68 | 0.96 |
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Due to the fact that the flexural-shear failure happened to specimen S-3, the experimental value was less than the calculated one by YB9082-2006.
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