Experimental and Numerical Investigation of Concrete-Filled Double-Skin Steel Tubular Column for Steel Beam Joints

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen</td><td class="align_center">Web anchorage plate</td><td class="align_center">Extension of vertical plate</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">SBJ1-1</td><td class="align_center">Nonstiffening</td><td class="align_center">80 mm</td></tr><tr><td class="align_left">SBJ1-2</td><td class="align_center">Nonstiffening</td><td class="align_center">120 mm</td></tr><tr><td class="align_left">SBJ2-1</td><td class="align_center">Stiffening</td><td class="align_center">80 mm</td></tr><tr><td class="align_left">SBJ2-2</td><td class="align_center">Stiffening</td><td class="align_center">120 mm</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Details of the test specimens.</div>

Advances in Materials Science and Engineering

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Table 1

Table 1: Experimental and Numerical Investigation of Concrete-Filled Double-Skin Steel Tubular Column for Steel Beam Joints 