Advances in Materials Science and Engineering

Research Article

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

Table 2

Mix proportions of the recycled coarse aggregate concrete.
TagReplacement (%)RCA (kg/m3)C ( kg/m3)S (kg/m3)NCA (kg/m3)W (kg/m3)
RAC0005134741218195
RAC5050609513474609195
RAC10010012185134740195