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

<table class="table-group" id="tab8"><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">1.05</td><td class="align_center">0.58</td><td class="align_center">0.55</td></tr><tr><td class="align_left">Zhang Model</td><td class="align_center">0.90</td><td class="align_center">0.49</td><td class="align_center">0.55</td></tr><tr><td class="align_left">SR Model</td><td class="align_center">1.05</td><td class="align_center">0.58</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 adhesive-FRP interface failure mode.</div>

Advances in Polymer Technology

tab8

Table 8

Table 8: A Research on Modification Method for NSM FRP-Concrete Bonded Joints Strength Models 