Research Article
Numerical Evaluation of Reinforced Concrete Columns Retrofitted with FRP for Blast Mitigation
Table 4
Comparison of the maximum deflection in the analysis.
| | Case | Charge weight (kg) | Standoff distance (m) | Maximum deflection (mm) | Deviation rate (%) | | Crawford et al. [4] | Present analysis |
| | 1 | 682 | 3.05 | 132 | 146.25 | 10.80 | | 2 | 682 | 3.05 | 18 | 19.13 | 6.28 | | 3 | 1364 | 6.1 | 88 | 91.47 | 3.94 |
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