Fatigue Performance of Steel–UHPC Composite Bridge Deck System with Large Longitudinal Rib

<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">Compressive strength (MPa)</td><td class="align_center">Ultimate tensile strength (MPa)</td><td class="align_center">Flexural strength (MPa)</td><td class="align_center">Young’s modulus (GPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">120.3</td><td class="align_center">9.8</td><td class="align_center">22.5</td><td class="align_center">43.5</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 2

Table 2: Fatigue Performance of Steel–UHPC Composite Bridge Deck System with Large Longitudinal Rib 