Research Article
Flexural and Shear Behaviors of Reinforced Alkali-Activated Slag Concrete Beams
Table 6
Comparison of shear strengths from test and design code.
| | Shear strength | S25-0.5d | S25-0 | S22-0.5d | S22-0 |
| | Test (kN) | | | | | | | 85.3 | 85.3 | 100.8 | 100.8 | | | 164.3 | — | 127.5 | — | | (incl. self-weight) | 251.0 | 86.7 | 229.6 | 102.2 | | Design Code (kN) | | | | | | | 86.9 | 86.9 | 80.2 | 80.2 | | | 114.1 | — | 114.1 | — | | | 201.0 | 86.9 | 194.3 | 80.2 | | 1.25 | 1.00 | 1.18 | 1.27 | | | Analysis (kN) | | | | | | | | 85.0 | 85.0 | 79.5 | 79.5 | | | | 119.5 | — | 104.7 | — | | | (incl. self-weight) | 205.9 | 86.4 | 185.6 | 80.9 | | | 1.22 | 1.00 | 1.24 | 1.26 | |
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