Super ductile thermo-mechanically treated (SD TMT) reinforcing steel bars are commonly used these days for RC constructions given their excellent thermal as well as seismic resistant properties. SD TMT rebars are superior due to their distinct cross-sectional phase distribution (CSPD) of martensite, bainite, and pearlite which impart better combinations of strength and ductility compared to conventional classes of hot rolled and TMT steels. The present study investigates the bond-slip response of super ductile reinforcing steel bars with concrete following corrosion-induced damage. Cylindrical pullout specimens of diameter 80 mm, 100 mm, 120 mm, 160 mm, and 200 mm were prepared as per RILEM specifications with centrally placed SD TMT bars steel bars of sizes (8mmØ, 10mmØ, 12mmØ, 16mmØ, and 20mmØ). Pull out specimens were immersed in NaCl solution before exposure to impressed current in an accelerated corrosion setup to achieve desired levels of corrosion 10 different levels of corrosion. The corroded specimens were then tested to failure in pull-out mode using displacement controlled UTM to investigate the residual bond strength and bond-slip behavior. The slip of the rebar, at the loaded as well as the unloaded end, was recorded through a set of linear variable displacement transducers (LVDT) arrangement mounted to the projected reinforcing bar on each side of the specimen. The study presents unique bond-slip response curves obtained in displacement controlled set up to depict the overall behavior of the bond mechanism. The results indicate a notable reduction in bond strength as a result of corrosion-induced damage at the interface of steel and concrete. A detailed account of the test results, analysis, discussion, and comparisons with various models in the existing literature has been presented. A normalized bond-slip relationship is proposed to model the bond-slip response of SD TMT rebars with various levels of corrosion.