Nondestructive Evaluation of FRP-Concrete Interface Bond due to Surface Defects

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">kg/m<sup>3</sup></td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Cement</td><td class="align_center">394</td></tr><tr><td class="align_left">Water</td><td class="align_center">186</td></tr><tr><td class="align_left">Coarse aggregate (crushed stone with a maximum aggregate size of 19 mm)</td><td class="align_center">987</td></tr><tr><td class="align_left">Fine aggregate (sand)</td><td class="align_center">669</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Nondestructive Evaluation of FRP-Concrete Interface Bond due to Surface Defects 