Right　evaluation　of　the　bond　behavior　between　corroded　reinforcement　and　concrete　wrapped　with　FRP　is　a　chief　problem　to　confirm　the　effect　of　FRP　confinement.　96　test　specimens　with　embedded　reinforcing　bars　were　strengthened　by　two　layers　of　transverse　CFRP　after　accelerated　corrosion.　The　pullout　tests　on　the　test　specimens　were　conducted　to　study　the　bond　behavior　between　corroded　reinforcing　bars　and　concrete,　considering　the　contribution　of　different　elements　including　reinforcing　bar　types,　cover　depths,　corrosion　rates,　and　CFRP　confinements.　The　failure　mechanisms　were　studied.　The　test　results　showed　that　CFRP　confinements　can　make　the　failure　mode　of　deformed　reinforcing　bar　specimens　changed　from　concrete　splitting　to　bar　pull-out.　The　main　influencing　factors　of　the　ultimate　bond　strength　were　reinforcing　bar　types　and　cover　depths,　and　the　ultimate　bond　strength　of　deformed　reinforcing　bar　specimens　was　one　time　larger　than　that　of　plain　reinforcing　bar　specimens.　When　the　corrosion　rate　was　less　than　5%,　CFRP　confinement　had　less　contribution　on　increasing　the　ultimate　bond　strength,　but　it　was　effective　on　slowing　down　the　bond　stress＇s　descending　speed　and　maintaining　the　bond　strength.　When　the　corrosion　rate　was　higher　than　5%,　the　ultimate　bond　strength　of　corroded　specimens　drops　gradually　along　with　the　rise　of　corrosion　rate.