Firstly， the effects of freeze-thaw cycles， replacement rate of recycled aggregates， and volume fraction of waste fibers on bond behavior between recycled concrete and reinforcement were studied under freeze-thaw cycle test. Secondly，the bond damage mechanism was analyzed from the perspective of energy conservation and dissipation. Finally， the bond-slip model was established based on the damage and strength degradation theory. The results show that the bond performance between waste fiber-recycled concrete and reinforcement becomes poor with increasing freeze-thaw cycles and replacement rate of recycled aggregates. The proper amount of recycled fiber is beneficial to the bond behavior between recycled concrete and reinforcement after freeze-thaw cycles， and the bond strength is improved by 11.35% when the volume fraction of recycled fibers is 0.12%. The proposed bond-slip model can better characterize the relationship between bond strength and relative compressive strength.