Axial Compression Behaviors of the Steel Tube Confined Reinforced Concrete Columns with Binding Bars

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Diameter of longitudinal bars (mm)</td><td class="align_center"><i>P</i><sub><i>u</i></sub> (kN)</td><td class="align_center">Δ<sub><i>u</i></sub> (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">16</td><td class="align_center">3709.18</td><td class="align_center">2.8967</td></tr><tr><td class="align_left">14</td><td class="align_center">3415.27</td><td class="align_center">3.2574</td></tr><tr><td class="align_left">12</td><td class="align_center">3027.26</td><td class="align_center">3.6075</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Influence of diameter of longitudinal bars on ultimate axial bearing capacity and displacement of the specimen.</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: Axial Compression Behaviors of the Steel Tube Confined Reinforced Concrete Columns with Binding Bars 