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

<table class="table-group" id="tab10"><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">1.47</td><td class="align_center">0.74</td><td class="align_center">0.5</td></tr><tr><td class="align_left">Zhang Model</td><td class="align_center">1.26</td><td class="align_center">0.6</td><td class="align_center">0.48</td></tr><tr><td class="align_left">SR Model</td><td class="align_center">1.19</td><td class="align_center">0.6</td><td class="align_center">0.50</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 crush or FRP rupture failure mode.</div>

Advances in Polymer Technology

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Table 10

Table 10: A Research on Modification Method for NSM FRP-Concrete Bonded Joints Strength Models 