Failure Evolution Law of Reinforced Anchor System under Pullout Load Based on DIC

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Number</td><td class="align_center">Rebar diameter (mm)</td><td class="align_center">Hole diameter (mm)</td><td class="align_center">Anchoring agent thickness (mm)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">SJ-40</td><td class="align_center">25</td><td class="align_center">40</td><td class="align_center">8</td></tr><tr><td class="align_left">SJ-50</td><td class="align_center">25</td><td class="align_center">50</td><td class="align_center">13</td></tr><tr><td class="align_left">SJ-75</td><td class="align_center">25</td><td class="align_center">75</td><td class="align_center">25</td></tr><tr><td class="align_left">SJ-160</td><td class="align_center">25</td><td class="align_center">160</td><td class="align_center">93</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Failure Evolution Law of Reinforced Anchor System under Pullout Load Based on DIC 