Bending Resistance of Composite Sections with Nonductile Shear Connectors and Partial Shear Connection

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Steel class</td><td class="align_center">S235</td><td class="align_center">S275</td><td class="align_center">S355</td><td class="align_center">S450</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left"><i>f</i><sub>y</sub> (MPa)</td><td class="align_center">235</td><td class="align_center">275</td><td class="align_center">355</td><td class="align_center">440</td></tr><tr><td class="align_left"><i>f</i><sub>u</sub> (MPa)</td><td class="align_center">360</td><td class="align_center">430</td><td class="align_center">510</td><td class="align_center">550</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameter study (steel classes).</div>

Advances in Civil Engineering

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Table 5

Table 5: Bending Resistance of Composite Sections with Nonductile Shear Connectors and Partial Shear Connection 