Analysis of Flexural Buckling Capacity of Stainless Steel Columns under Axial Compression

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Stability curve</td><td class="align_center">Mean value</td><td class="align_center">Coefficient of variation</td><td class="align_center">Distribution type</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">A</td><td class="align_center">1.228 8</td><td class="align_center">0.126 5</td><td class="align_center">Lognormal distribution</td></tr><tr><td class="align_left">B</td><td class="align_center">1.224 0</td><td class="align_center">0.134 2</td><td class="align_center">Lognormal distribution</td></tr><tr><td class="align_left">C</td><td class="align_center">1.260 0</td><td class="align_center">0.112 4</td><td class="align_center">Lognormal distribution</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Resistance variation in strength curves.</div>

Advances in Civil Engineering

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Table 6

Table 6: Analysis of Flexural Buckling Capacity of Stainless Steel Columns under Axial Compression 