Research on Dynamic Response of Concrete-Filled Steel Tube Columns Confined with FRP under Blast Loading

<div>Effective stress contours of concrete at different time periods (left view): (a) <i>t</i> = 0.3 ms, (b) <i>t</i> = 1 ms, (c) <i>t</i> = 2 ms, and (d) <i>t</i> = 3 ms.</div>

Shock and Vibration

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Figure 18

Figure 18: Research on Dynamic Response of Concrete-Filled Steel Tube Columns Confined with FRP under Blast Loading 