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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Test beam</td><td class="align_center"><i>λ</i></td><td class="align_center"><i>V</i><sub><i>cr</i></sub> (kN)</td><td class="align_center"><i>V</i><sub>max</sub> (kN)</td><td class="align_center">Failure mode</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">L1</td><td class="align_center">1.06</td><td class="align_center">945</td><td class="align_center">2800</td><td class="align_center">Inclined compression failure</td></tr><tr><td class="align_left">L2</td><td class="align_center">2.12</td><td class="align_center">302</td><td class="align_center">1690</td><td class="align_center">Shear compression failure</td></tr><tr><td class="align_left">L3</td><td class="align_center">3.19</td><td class="align_center">805</td><td class="align_center">1622</td><td class="align_center">Diagonal tension failure</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Shear-resistance test results.</div>

Advances in Materials Science and Engineering

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Table 4

Table 4: Analysis of the Shear Capacity of Ultrahigh Performance Concrete Beams Based on the Modified Compression Field Theory 