Recycling　concrete　not　only　reduces　the　use　of　virgin　aggregate　but　also　decreases　the　pressure　on　landfills.　As　a　result,　recycled　coarse　aggregate　(RCA)　is　extensively　recommended　for　new　construction　projects.　However,　the　flexural　behavior　of　corroded　reinforced　recycled　aggregate　concrete　(RAC)　beams　is　uncertain.　The　experimental　research　presented　in　this　paper　was　performed　to　investigate　the　flexural　behavior　of　corroded　reinforced　RAC　beams　compared　to　that　of　corroded　reinforced　natural　aggregate　concrete　(NAC)　beams　and　consequently　explore　the　possibility　of　using　RAC　beams　in　corrosive　environments.　Four　different　percentages　of　RCA　in　total　mass　of　coarse　aggregate　in　concrete　mixtures　(0%,　33%,　66%,　and　100%)　and　two　different　concrete　strengths　(C30,　C60)　were　the　governing　parameters.　The　electrochemical　method　was　adopted　to　accelerate　steel　corrosion.　Full-scale　tests　were　performed　on　eight　simply　supported　beams　until　the　failure　load　was　reached.　Comparison　of　load-deflection　behavior,　crack　patterns,　failure　modes,　ductility,　and　ultimate　flexural　capacity　of　corroded　reinforced　NAC　and　RAC　beams　was　made　based　on　the　experimental　results　obtained.　The　comparison　results　show　that　the　flexural　behavior　of　corroded　reinforced　RAC　beams　with　an　appropriate　percentage　of　RCA　is　satisfactory　compared　to　the　behavior　of　NAC　beams.