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

Table 3

Comparison of numerical results and test data.

	Test	Simulation	Deviation rate (%)
Strain of longitudinal bar	150	144	−4.0
Strain of stirrup	273	261	−4.4
Arrival time of peak pressure	2.56 ms	2.299 ms	−10.19
Peak pressure	0.32 MPa	0.317 MPa	−0.94