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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Strength grade</td><td class="align_center">Diameter (mm)</td><td class="align_center">Cross section area (mm<sup>2</sup>)</td><td class="align_center">Elongation (%)</td><td class="align_center">Yield strength (MPa)</td><td class="align_center">Tensile strength (MPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">HRB400</td><td class="align_center">12</td><td class="align_center">113.1</td><td class="align_center">32.5</td><td class="align_center">408</td><td class="align_center">618</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material properties of the steel bar.</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: Bond Behavior of Reinforcing Steel Bars in Thermal Insulation Concrete Exposed to Freeze-Thaw Cycles 