Numerical Analysis of Hybrid Steel Beams with Trapezoidal Corrugated Web Nonwelded Inclined Folds

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Coupon type</td><td class="align_center">fy (MPa)</td><td class="align_center">fu (MPa)</td><td class="align_center">E (GPa)</td><td class="align_center">εu (-)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Flange</td><td class="align_center">225</td><td class="align_center">320</td><td class="align_center">200</td><td class="align_center">0.028</td></tr><tr><td class="align_left">Web</td><td class="align_center">420</td><td class="align_center">530</td><td class="align_center">201</td><td class="align_center">0.065</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>E = elastic modulus, fy = yield strength, fu = ultimate stresses, and εu = ultimate strain. </div></td></tr></table>

<div>Elastic modulus, maximum strains, and ultimate and yield stresses.</div>

Advances in Civil Engineering

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Table 2

Table 2: Numerical Analysis of Hybrid Steel Beams with Trapezoidal Corrugated Web Nonwelded Inclined Folds 