This　study　investigates　the　bond　behavior　between　600　MPa　grade　reinforcement　and　high-strength　recycled　aggregate　concrete　(RAC)　by　carrying　out　22　beam　tests.　Test　parameters　include　the　recycled　coarse　aggregate　(RCA)　replacement　ratio,　reinforcement　diameter,　concrete　cover　thickness,　stirrup　ratio,　concrete　strength　and　the　addition　of　steel　fibers.　The　influences　of　different　parameters　on　the　failure　modes,　bond-slip　curves　and　bond　strength　are　discussed.　The　results　indicate　that　the　RCA　replacement　ratio　has　little　effect　on　the　failure　mode　and　the　bond-slip　curve,　while　the　bond　strength　decreases　with　its　increase.　Similar　to　normal　aggregate　concrete,　the　bond　strength　is　positively　correlated　with　f＇(1/2)(c).　Increasing　the　concrete　cover　thickness　or　the　stirrup　ratio　can　significantly　improve　the　bond　strength　and　decrease　the　crack　width.　The　addition　of　steel　fibers　can　avoid　specimen　splitting,　but　this　addition　will　disturb　the　reinforcement-concrete　interface,　which　has　little　effect　on　the　bond　strength　of　50　MPa　grade　RAC,　however,　the　addition　slightly　increases　the　bond　strength　of　70　MPa　grade　RAC.　The　design　bond　strength　of　steel　fiber　concrete　should　not　be　lower　than　the　design　bond　strength　of　plain　concrete　with　the　same　compressive　strength.　The　splitting　failure　of　specimens　is　further　classified,　and　the　effective　confinement　Factor　K　for　predicting　the　failure　mode　is　presented.　In　view　of　different　confinement　conditions,　bond-slip　models　between　the　600　MPa　grade　reinforcement　and　high-strength　recycled　concrete　are　established.