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

Figure 19

(a) Deformation shape and damage initiation criterion distribution along the column length for the propped cantilever column W200 × 71 with bending about major x-x axis. (b) A close-up view of the column at the fixed support showing. (c) A cross-sectional view of the columns at the fixed supports.

(a)

(b)

(c)