Anti-Impact Performance Enhancement of Two-Way Spanning Slab through the Implementation of Steel Trussed Bars

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Sample</td><td class="align_center">Parameter</td><td class="align_center">Bar diameter</td><td class="align_center">Name</td><td class="align_center">Shear reinforcement steel ratio</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left" rowspan="2">With truss bars</td><td class="align_center" rowspan="2">Arrangement</td><td class="align_center"><i>ϕ</i>3</td><td class="align_center">TB<i>ϕ</i>3Orth</td><td class="align_center">0.003482234</td></tr><tr><td class="align_center"><i>ϕ</i>3</td><td class="align_center">TB<i>ϕ</i>3Diag</td><td class="align_center">0.003482234</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div><i>ϕ</i>: bar diameter; Orth: orthogonal; Diag: diagonal; TB: truss bars.<br/></div></td></tr></table>

<div>Names of samples for parametric study.</div>

Journal of Engineering

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Table 8

Table 8: Anti-Impact Performance Enhancement of Two-Way Spanning Slab through the Implementation of Steel Trussed Bars 