Damage Identification of Prefabricated Reinforced Concrete Box Culvert Based on Improved Fuzzy Clustering Algorithm and Acoustic Emission Parameters

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Name</td><td class="align_center">Model</td><td class="align_center">Magnification</td><td class="align_center">Range (mm)</td><td class="align_center">Minimum indexing (mm)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Crack width observer</td><td class="align_center">HC-CK101</td><td class="align_center">40</td><td class="align_center">0∼2</td><td class="align_center">0.02</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Technical parameters of creak observation equipment.</div>

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: Damage Identification of Prefabricated Reinforced Concrete Box Culvert Based on Improved Fuzzy Clustering Algorithm and Acoustic Emission Parameters 

Table 2 | Damage Identification of Prefabricated Reinforced Concrete Box Culvert Based on Improved Fuzzy Clustering Algorithm and Acoustic Emission Parameters 