In　order　to　research　the　strengthening　effects　of　aramid　fiber　reinforced　polymer　(AFRP)　sheets　on　the　flexural　performance　of　corroded　reinforced　concrete　(RC)　beams,　the　static　and　fatigue　performance　of　corroded　RC　beams　strengthened　with　non-prestressed　AFRP　sheets　under　different　degrees　of　corrosion　(minor　reinforcement　mass　loss　is　2　0%,　medium　reinforcement　mass　loss　is　6　0%)　have　been　researched　experimentally　in　this　paper,　to　compare　with　that　of　the　control　beams　(un-strengthened　and　un-corroded)　and　un-strengthened　corroded　beams,　and　additionally　compare　with　fatigue　performance　of　those　medium　corroded　RC　beams　strengthened　with　prestressed　AFRP　sheets　with　permanent　anchors　The　results　show　that,　(1)　compared　with　un-strengthened　corroded　beams　under　the　same　degrees　of　corrosion,　the　cracking,　yield　and　ultimate　monotonic　loads　of　the　minor　corroded　RC　beam　strengthened　with　non-prestressed　AFRP　sheets　is　respectively　increased　by　20%,　27%　and　60%,　whereas　for　the　medium　corroded　RC　beam　strengthened　with　non-prestressed　AFRP　sheets　increased　by　15%,　36%　and　83%　respectively　The　ultimate　deflection　of　the　medium　corroded　beam　strengthened　with　non-prestressed　AFRP　sheets　is　166%　larger　than　that　of　the　corroded　un-strengthened　beam　under　the　monotonic　load　(2)　The　fatigue　life　of　the　non-prestressed　AFRP　strengthened　medium　corroded　beam　is　10　4　times　more　than　that　of　the　un-strengthened　corroded　beam,　but　lower　than　that　of　the　unstrengthened-uncorroded　(　virgin)　beam　(3)　Fatigue　experiments　of　the　beams　strengthened　with　prestressed　AFRP　sheets　and　with　those　non-prestressed　AFRP　sheets　show　that　the　fatigue　life　of　the　retrofit　RC　beams　increase　with　increasing　prestress　level　of　AFRP　sheets　(4)　The　use　of　AFRP　sheets　for　strengthening　corroded　RC　beams　is　an　efficient　technique　that　can　maintain　the　structural　Integrity　and　enhance　the　structural　behavior　of　such　beams