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

<div>Damage initiation criterion profile of propped cantilever column W150 × 24 with bending about major <i>x</i>-<i>x</i> axis: (a) at the middle of the tension flange; (b) at the middle of the web.</div>

Advances in Materials Science and Engineering

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Figure 15

Figure 15: Behaviour and Failure of Steel Columns Subjected to Blast Loads: Numerical Study and Analytical Approach 