The　corrosion　of　steel　strands　due　to　the　chloride　contamination　is　one　of　the　most　common　causes　for　the　degradation　of　prestressed　concrete　infrastructure.　In　this　paper,　an　experimental　study　was　performed　to　investigate　the　bond　behaviors　between　steel　strands　and　concrete　after　suffered　the　chloride　corrosion.　Total　twenty　central　and　off-center　pull-out　specimens　with　different　corrosion　levels　were　prepared　and　tested,　in　which　the　electrochemical　acceleration　method　was　employed　to　induce　various　corrosion　levels.　The　effects　of　corrosion　rate,　stirrup　configuration　and　holding　condition　of　concrete　to　the　steel　strands　on　the　bond　behaviors　of　steel　strands　were　studied　and　compared,　in　terms　of　the　failure　mode,　bond-slip　relationship,　bond　strength,　and　bond　toughness.　The　results　show　that　both　the　ultimate　bond　strength　and　characteristic　bond　strength　decreased　with　the　increase　of　corrosion　degree.　The　presence　of　stirrups　can　significantly　enhance　the　bond　performance,　indicating　the　more　ductile　failure　characteristic　and　increased　bond　toughness.　Moreover,　the　prediction　results　using　empirical　and　analytical　models　are　also　compared　with　the　experimental　results　to　verify　their　applicability　and　accuracies　in　predicting　the　bond　strength　of　steel　strands　after　corrosion.