Interface Debonding Detection of Precast Segmental Concrete Beams (PSCBs) Using Piezoceramic Transducer-Based Active Sensing Approach

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">①</td><td class="align_center">Epoxy resin adhesive is used for interface joint</td></tr><tr><td class="align_left">②</td><td class="align_center">The interface joint is single-tooth mode</td></tr><tr><td class="align_left">③</td><td class="align_center">The thickness of the interface joint is 2 mm</td></tr><tr><td class="align_left">④</td><td class="align_center">The transverse compressive stress is adjusted by N1 and N2</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Explanation of experiment parameters.</div>

Mathematical Problems in Engineering

tab4

Table 4

Table 4: Interface Debonding Detection of Precast Segmental Concrete Beams (PSCBs) Using Piezoceramic Transducer-Based Active Sensing Approach 