A Research on Modification Method for NSM FRP-Concrete Bonded Joints Strength Models

<table class="table-group" id="tab11"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Model</td><td class="align_center">Mean</td><td class="align_center">SD</td><td class="align_center">CV</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">AM Model</td><td class="align_center">1.17</td><td class="align_center">0.62</td><td class="align_center">0.53</td></tr><tr><td class="align_left">Zhang Model</td><td class="align_center">1.01</td><td class="align_center">0.54</td><td class="align_center">0.53</td></tr><tr><td class="align_left">SR Model</td><td class="align_center">0.98</td><td class="align_center">0.54</td><td class="align_center">0.55</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The statistics of calculated <i>ε</i> under concrete surface failure mode.</div>

Advances in Polymer Technology

tab11

Table 11

Table 11: A Research on Modification Method for NSM FRP-Concrete Bonded Joints Strength Models 