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="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">G20Mn5QT</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Yield strength (MPa)</td><td class="align_center">385</td></tr><tr><td class="align_left">Tensile strength (MPa)</td><td class="align_center">555</td></tr><tr><td class="align_left">Elongation (%)</td><td class="align_center">26</td></tr><tr><td class="align_left">Elastic modulus (MPa)</td><td class="align_center">206000</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Experimental and Numerical Study on the Capability Behavior of a Thick-Walled Spatial Cast-Steel Joint under Complex Load Conditions 