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="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen</td><td class="align_center">Recycled aggregate ration (%)</td><td class="align_center">RAC mixing proportion<br/>Cement : fly ash : sand : coarse aggregate : water</td><td class="align_center">Cube compressive strength (MPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">ZJ1, ZJ2</td><td class="align_center">100</td><td class="align_center">394 : 70 : 550 : 1169 : 226</td><td class="align_center">30.2</td></tr><tr><td class="align_left">ZJ3</td><td class="align_center">100</td><td class="align_center">464 : 0 : 550 : 1169 : 226</td><td class="align_center">32.2</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

RAC mix properties and compressive strength.

Advances in Materials Science and Engineering

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Table 2

Table 2: Experimental Research on Longitudinal Steel Bar Bond Properties in Modified Recycled Aggregate Concrete Beam-Column Interior Joint under Cyclic Loading 

Table 2 | Experimental Research on Longitudinal Steel Bar Bond Properties in Modified Recycled Aggregate Concrete Beam-Column Interior Joint under Cyclic Loading 