The Effect of Recycled Glass Powder and Reject Fly Ash on the Mechanical Properties of Fibre-Reinforced Ultrahigh Performance Concrete

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td align="left"></td><td align="center" colspan="6">Curing age (days)</td></tr><tr><td align="left"></td><td align="center">1</td><td align="center">4</td><td align="center">7</td><td align="center">28</td><td align="center">90</td><td align="center">365</td></tr><tr><td align="left" colspan="7"><hr/></td></tr><tr><td align="left">25°C curing</td><td align="center">Comp/flex</td><td align="center">Comp</td><td align="center">Comp</td><td align="center">Comp/flex</td><td align="center">Comp/flex</td><td align="center">Comp/flex</td></tr><tr><td align="left">90°C curing</td><td align="center">Comp/flex</td><td align="center">Comp</td><td align="center">Comp</td><td align="center">Comp/flex</td><td align="center">Comp/flex</td><td align="center">Comp/flex</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Test schedule of mechanical properties of UHPFRC.

Advances in Materials Science and Engineering

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Table 4

Table 4: The Effect of Recycled Glass Powder and Reject Fly Ash on the Mechanical Properties of Fibre-Reinforced Ultrahigh Performance Concrete 