In　order　to　investigate　the　bond-slip　behavior　between　corroded　steel　bars　and　recycled　concrete,　30　reinforced　recycled　aggregate　concrete　prism　specimens　were　designed　and　tested　under　the　pull-out　test.　Design　parameters　of　specimens　are　concrete　water-cement　ratio,　recycled　coarse　aggregate　replacement　ratio,　and　anchorage　lengths　of　steel　bars,　respectively.　Based　on　the　experimental　results,　the　effects　of　the　replacement　ratio　of　coarse　aggregate,　the　corrosion　rate,　the　length　of　anchorage　and　the　strength　of　concrete　on　the　bond-slip　behavior　were　analyzed.　The　results　show　that:　the　replacement　ratio　of　recycled　coarse　aggregate,　concrete　strength,　steel　bar　anchorage　length　and　corrosion　rate　of　steel　are　the　key　factors　affecting　the　bond-slip　behavior　of　specimens.　Three　bond-slip　failure　characteristics　between　rusted　steel　bars　and　recycled　aggregate　concrete　can　be　seen　from　the　test,　which　contain　the　steel　bar　breaking　damage　by　the　ultimate　tension　limits,　the　bond-slip　damage　because　of　the　steel　bar　being　pulled　out,　the　concrete　split　fracture　damage　because　of　the　steel　bar　being　pulled　out.　The　bond-　slip　curve　of　rusted　steel　bars　and　recycled　aggregate　concrete　is　similar　to　that　of　the　ordinary　steel-recycled　aggregate　concrete.　But　with　the　increase　of　the　corrosion　rate,　the　bond　strength　of　the　specimen　decreases.　The　bond　strength　between　the　rusted　steel　bars　and　the　recycled　aggregate　concrete　decreases　with　the　increase　of　the　steel　bar　anchorage　length,　while　the　increase　rate　of　the　bond　strength　decreases　with　the　increase　of　the　concrete　strength.　©　2017　Science　Press.　All　rights　reserved.