Recycled　aggregate　concrete　(RAC)　technology　is　one　of　the　important　measures　for　the　development　of　green　concrete,　which　can　realize　the　sustainable　development　of　architecture,　resources　and　environment.　Steel　corrosion　has　great　influence　on　the　safety　and　durability　of　reinforced　concrete　structure,　the　research　problem　of　bonding　between　corroded　steel　bars　and　RAC　has　important　significance　and　engineering　value.　The　effect　of　carbonized　recycled　fine　aggregate　(C-RFA)　on　bond　behaviour　between　corroded　rebars　and　RAC　was　studied　through　28　sets　of　pull-out　tests,　were　performed　on　RAC　with　recycled　coarse　aggregate　(RCA)　replacement　percentage　of　70%.　Four　carbonized　recycled　fine　aggregate　replacement　percentages　(0%,　20%,　30%　and　40%)　and　four　corrosion　rates　(0%,　1%,　2%　and　4%)　were　considered　in　this　study.　The　results　show　that　carbonized　RFA　improved　the　peak　pull-out　strength　of　the　specimens.　The　peak　pull-out　strength　of　the　specimens　with　20%　C-RFA　replacement　percentage　had　only　1.02%　decrease　compared　with　those　of　unincorporated　of　RFA.　When　rebar　corrosion　rates　was　less　than　4%,　the　corrosion　of　rebar　improved　peak　pull-out　strength　of　the　specimen.　It　was　found　that　2%　corrosion　rate　had　the　most　significant　effect.　©　Published　under　licence　by　IOP　Publishing　Ltd.