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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Fracture strain</td><td class="align_center">Maximum shear stress ratio</td><td class="align_center">Maximum strain rate (sec<sup>−1</sup>)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">0.15</td><td class="align_center">1.8</td><td class="align_center">16.7</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Failure parameters used in the present model.</div>

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: Behaviour and Failure of Steel Columns Subjected to Blast Loads: Numerical Study and Analytical Approach 