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

<div>Comparison between analytical method and ABAQUS predictions of critical impulse-axial force curve for simply supported steel column section W200 × 71 with blast pressure to cause bending about major axis of the column.</div>

Advances in Materials Science and Engineering

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Figure 27

Figure 27: Behaviour and Failure of Steel Columns Subjected to Blast Loads: Numerical Study and Analytical Approach 