Theoretical Framework for Creep Effect Analysis of Axially Loaded Short CFST Columns under High Stress Levels

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Dilation (°)</td><td class="align_center">Eccentricity ratio</td><td class="align_center"><i>f</i><sub><i>b</i>0</sub>/<i>f</i><sub><i>c</i>0</sub></td><td class="align_center"><i>K</i><sub><i>c</i></sub></td><td class="align_center">Viscosity coefficient</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Fu [<a href="/journals/ace/2020/5694630/#B6" target="_blank">6</a>]</td><td class="align_center">27.5</td><td class="align_center">0.1</td><td class="align_center">1.16</td><td class="align_center">0.759</td><td class="align_center">0.0001</td></tr><tr><td class="align_left">Lin [<a href="/journals/ace/2020/5694630/#B24" target="_blank">24</a>]</td><td class="align_center">34.1</td><td class="align_center">0.1</td><td class="align_center">1.16</td><td class="align_center">0.759</td><td class="align_center">0.0001</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 6

Table 6: Theoretical Framework for Creep Effect Analysis of Axially Loaded Short CFST Columns under High Stress Levels 