Experimental and Numerical Study on the Capability Behavior of a Thick-Walled Spatial Cast-Steel Joint under Complex Load Conditions

<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">Unit number</td><td class="align_center">Axial force, designed value (kN)</td><td class="align_center">Axial force, FE result (kN)</td><td class="align_center">Deviation (%)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">N7</td><td class="align_center">12008.0</td><td class="align_center">11383.0</td><td class="align_center">5.20</td></tr><tr><td class="align_left">N8</td><td class="align_center">−5565.0</td><td class="align_center">−6410.6</td><td class="align_center">15.19</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The reaction forces for N7 and N8.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Experimental and Numerical Study on the Capability Behavior of a Thick-Walled Spatial Cast-Steel Joint under Complex Load Conditions 