Bond Behavior of Reinforcing Steel Bars in Thermal Insulation Concrete Exposed to Freeze-Thaw Cycles

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Particle size (mm)</td><td class="align_center">Bulk density (kg/m<sup>3</sup>)</td><td class="align_center">Cylindrical compress strength (kPa)</td><td class="align_center">Thermal conductivity (W/(m·K))</td><td class="align_center">24 h water absorption (%)</td><td class="align_center">Percentage of closed surface</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">0.5–1.5</td><td class="align_center">130</td><td class="align_center">209</td><td class="align_center">0.03</td><td class="align_center">23</td><td class="align_center">89</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical properties of glazed hollow beads (GHBs).</div>

Advances in Materials Science and Engineering

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Table 2

Table 2: Bond Behavior of Reinforcing Steel Bars in Thermal Insulation Concrete Exposed to Freeze-Thaw Cycles 