Analysis of the Shear Capacity of Ultrahigh Performance Concrete Beams Based on the Modified Compression Field Theory

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Component</td><td class="align_center">Cement</td><td class="align_center">Silica fume</td><td class="align_center">Quartz flour</td><td class="align_center">Quartz powder</td><td class="align_center">Superplasticizer</td><td class="align_center">Water</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Mass ratio</td><td class="align_center">1.000</td><td class="align_center">0.250</td><td class="align_center">1.100</td><td class="align_center">0.300</td><td class="align_center">0.019</td><td class="align_center">0.2</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mix proportion of the UHPC matrix.</div>

Advances in Materials Science and Engineering

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Table 1

Table 1: Analysis of the Shear Capacity of Ultrahigh Performance Concrete Beams Based on the Modified Compression Field Theory 