In　this　study,　a　total　of　177　flexural　experimental　tests　of　corroded　reinforced　concrete　(CRC)　beams　were　collected　from　the　published　literature.　The　database　of　flexural　capacity　of　CRC　beam　was　established　by　using　unified　and　standardized　experimental　data.　Through　this　database,　the　effects　of　various　parameters　on　the　flexural　capacity　of　CRC　beams　were　discussed,　including　beam　width,　the　effective　height　of　beam　section,　ratio　of　strength　between　longitudinal　reinforcement　and　concrete,　concrete　compressive　strength,　and　longitudinal　reinforcement　corrosion　ratio.　The　results　indicate　that　the　corrosion　of　longitudinal　reinforcement　has　the　greatest　effect　on　the　residual　flexural　capacity　of　CRC　beams,　while　other　parameters　have　much　less　effect.　In　addition,　six　available　empirical　models　for　calculating　the　residual　flexural　strength　of　CRC　beams　were　also　collected　and　compared　with　each　other　based　on　the　established　database.　It　indicates　that　though　five　of　six　existing　empirical　models　underestimate　the　flexural　capacity　of　CRC　beams,　there　is　one　model　overestimating　the　flexural　capacity.　Finally,　a　newly　developed　empirical　model　is　proposed　to　provide　accurate　and　effective　predictions　in　a　large　range　of　corrosion　ratio　for　safety　assessment　of　flexural　failure　of　CRC　beams　confirmed　by　the　comparisons.