A　total　of　96　test　specimens　with　embedded　reinforcing　bars　were　strengthened　by　two　layer　of　transverse　CFRP　(carbon　fiber　sheets)　after　accelerated　corrosion.　Pullout　tests　on　the　specimens　were　conducted　to　study　the　effect　of　CFRP　confinement　on　the　bond　behavior　between　corroded　reinforcement　and　steel　fibrous　concrete,　considering　the　contributions　of　different　elements,　including　reinforcing　bar　types,　cover　depths,　corrosion　rates,　CFRP　confinements,　and　steel　fiber.　The　failure　mechanisms　were　studied.　The　test　results　show　that　CFRP　confinements　can　make　the　failure　mode　of　deformed　reinforcing　bar　specimens　change　from　steel　fibrous　concrete　splitting　to　bar　pull-out.　The　main　influencing　factors　of　the　ultimate　bond　strength　are　reinforcement　bar　types　and　cover　depths,　the　ultimate　bond　strength　of　deformed　reinforcement　bar　specimens　is　twice　as　large　as　that　of　plain　reinforcement　bar　specimens,　and　the　ultimate　bond　strength　increases　when　the　cover　depth　changes　from　40mm　to　60mm.　CFRP　is　effective　on　slowing　down　the　bond　stress　reduction　rate　and　maintaining　the　bond　strength.　When　the　corrosion　rate　is　less　than　5%,　the　ultimate　bond　strength　of　corroded　steel　fibrous　concrete　specimens　increases　gradually　along　with　the　rise　of　corrosion　rate,　and　decreases　when　the　corrosion　rate　is　higher　than　5%.　The　steel　fiber　can　increase　the　bond　strength　of　reinforcement　and　steel　fibrous　concrete　effectively,　and　make　the　descending　branch　of　bond-slip　curves　much　smoother.