To　investigate　the　influences　of　recycled　coarse　aggregate　replacement　rates　on　the　flexural　properties　of　corroded　reinforced　high-strength　recycled　concrete　beams,　four　specimens　with　corrosion　rate　of　5%　were　obtained　using　the　electrochemical　corrosion　method,　and　the　bending　performance　test　was　carried　out.　The　effects　of　recycled　coarse　aggregate　replacement　rates　on　their　failure　characteristics,　concrete　strain,　energy　dissipation　and　bearing　capacity　were　investigated　by　unidirectional　repeated　loading.　The　results　showed　that　the　loading　process　of　the　cross　section　of　corroded　reinforced　high-strength　recycled　concrete　beams　with　low　corrosion　rate　was　irrelevant　to　recycled　coarse　aggregate　replacement　rates;　the　ultimate　bearing　capacity　slightly　decreases　with　the　increase　of　recycled　coarse　aggregate　replacement　rate;　under　recycled　coarse　aggregate　replacement　rate　of　33%　energy　dissipation　capacity　shows　little　change,　under　recycled　coarse　aggregate　replacement　rates　66%　and　100%　,the　energy　dissipation　capacity　decreases　with　the　increase　of　recycled　coarse　aggregate　replacement　rate.　recycled　coarse　aggregate　replacement　rate　of　100%　is　unfavorable　when　exposed　to　chlorine　salt　and　corrosionoriented　environment　for　long　time　and　the　rate　should　be　controlled　around　30%.　©　2017　Science　Press.　All　rights　reserved.