To　investigate　the　bond　behavior　between　corroded　steel　bars　and　high-strength　recycled　concrete,　a　central　pull-out　test　was　carried　on　36　specimens　which　were　produced　by　electricity　to　accelerate　corrosion.　In　this　paper,　the　design　parameters　comprises　replacement　rate　of　recycled　coarse　aggregate,　rebar　shape,　rebar　diameter,　anchorage　length　and　corrosion　rate　of　rebar.　Based　on　the　test　results,　the　bond　failure　forms　of　specimens　and　the　influences　of　each　design　parameter　on　the　bond　behavior　between　corroded　steel　bars　and　high-strength　recycled　concrete　were　analyzed.　The　results　indicate　that　there　are　three　failure　forms　in　the　failure　process,　including　steel　bar　pull-off,　steel　bar　pull-out　and　concrete　splitting.　The　bond　strength　between　high-strength　recycled　concrete　and　corroded　rebar　is　obviously　higher　than　that　of　corroded　plain　round　bar.　The　bond　strength　decreases　with　the　increase　of　replacement　rate　of　recycled　coarse　aggregate,　rebar　diameter,　anchorage　length,　and　corrosion　rate　of　rebar.　When　the　bar　corrosion　rate　reaches　a　certain　value,　the　reduction　of　bond　strength　is　not　obvious.　©　2018,　Editorial　Board　of　Journal　of　Harbin　Institute　of　Technology.　All　right　reserved.