Ultimate Limit Design of Strengthened Steel Columns by Mortar-Filled FRP Tubes

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left" colspan="2">FRP-tube splitting</td><td class="align_center" rowspan="2">FRP-fabrics rupture (no discussion)</td><td class="align_center" rowspan="2">Local buckling at end of steel member</td><td class="align_center" rowspan="2">Global buckling</td></tr><tr><td class="align_left">At end</td><td class="align_center">On inside of wrapped area</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

tab3

Table 3

Table 3: Ultimate Limit Design of Strengthened Steel Columns by Mortar-Filled FRP Tubes 