Multiobjective Topology Optimization of Spatial-Structure Joints

<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">Conditions</td><td class="align_center">Max compliance/10<sup>4</sup> N·mm</td><td class="align_center">Min compliance/10<sup>4</sup> N·mm</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Axial</td><td class="align_center">28.68</td><td class="align_center">3.29</td></tr><tr><td class="align_left">Shear</td><td class="align_center">13.80</td><td class="align_center">2.04</td></tr><tr><td class="align_left">Bending moment</td><td class="align_center">32.68</td><td class="align_center">4.93</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum and minimum compliance under various load conditions.</div>

Advances in Civil Engineering

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Table 3

Table 3: Multiobjective Topology Optimization of Spatial-Structure Joints 