Research Article
Damage Assessment of Two-Way Bending RC Slabs Subjected to Blast Loadings
Table 2
Damage degree of RC slab under different reinforcement models.
| Length of negative reinforcement | Original bear capacity (kN/m2) | Damage degree | kg | kg |
| 1/4 | 299 | 0.19 | 0.83 | All actual span | 320 | 0.17 | 0.57 |
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