Experimental and Numerical Studies on the Negative Flexural Behavior of Steel-UHPC Composite Beams

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center"><i>f</i><sub><i>cu</i></sub></td><td class="align_center"><i>f</i><sub><i>t</i></sub></td><td class="align_center"><i>E</i><sub><i>c</i></sub></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">UHPC</td><td class="align_center">152.3</td><td class="align_center">8.2</td><td class="align_center">47300</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material properties of UHPC (units: MPa).</div>

Advances in Civil Engineering

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Table 2

Table 2: Experimental and Numerical Studies on the Negative Flexural Behavior of Steel-UHPC Composite Beams 