Experimental Research on Longitudinal Steel Bar Bond Properties in Modified Recycled Aggregate Concrete Beam-Column Interior Joint under Cyclic Loading

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Crash ratio (%)</td><td class="align_center">Water content ratio (%)</td><td class="align_center">Water absorption ratio (%)</td><td class="align_center">Apparent density (kg/m<sup>3</sup>)</td><td class="align_center">Micropower ratio (%)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">12</td><td class="align_center">1.8</td><td class="align_center">4.7</td><td class="align_center">2627</td><td class="align_center">3.3</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Basic performance indexes of the recycled aggregate.

Advances in Materials Science and Engineering

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Table 1

Table 1: Experimental Research on Longitudinal Steel Bar Bond Properties in Modified Recycled Aggregate Concrete Beam-Column Interior Joint under Cyclic Loading 

Table 1 | Experimental Research on Longitudinal Steel Bar Bond Properties in Modified Recycled Aggregate Concrete Beam-Column Interior Joint under Cyclic Loading 