Behaviour and Failure of Steel Columns Subjected to Blast Loads: Numerical Study and Analytical Approach

<div>Midspan displacement time histories of steel column W200 × 71 with bending about the major <i>x</i>-<i>x</i> axis. (a) Simply supported. (b) Propped cantilever.</div>

Advances in Materials Science and Engineering

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Figure 13

Figure 13: Behaviour and Failure of Steel Columns Subjected to Blast Loads: Numerical Study and Analytical Approach 