Bond Behavior between Steel Rebar and RCA Concrete after Exposure to Elevated Temperatures

<div>Influence of exposure time on the bond-slip relationship: (a) <i>T</i> = 600°C, <i>r</i> = 0%; (b) <i>T</i> = 600°C, <i>r</i> = 100%.</div>

Advances in Materials Science and Engineering

Figure 8: Bond Behavior between Steel Rebar and RCA Concrete after Exposure to Elevated Temperatures 