Advances in Civil Engineering / 2020 / Article / Tab 4

Research Article

Numerical Evaluation of Reinforced Concrete Columns Retrofitted with FRP for Blast Mitigation

Table 4

Comparison of the maximum deflection in the analysis.

CaseCharge weight (kg)Standoff distance (m)Maximum deflection (mm)Deviation rate (%)
Crawford et al. [4]Present analysis

16823.05132146.2510.80
26823.051819.136.28
313646.18891.473.94

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