Pull-out tests were carried out in order to investigate the bond behavior between upsetting steel bar and high strength steel fiber reinforced concrete（SFRC）. The bond lengths， concrete coverage thicknesses and different types of steel bar were considered. Bond-slip relationship， failure pattern， bond strength and the corresponding slip were analyzed. The results show that the bond strength decreases with the increase of bond length， which is more obvious in the upsetting steel bar specimens than normal steel bar specimens. Increasing the concrete coverage thickness can improve the bond strength， but the effect is limited. The upsetting steel bar can effectively enhance the bond strength between steel bar and SFRC， significantly reduce the relative slip and change the failure pattern. In addition， based on the experimental data， the bond-slip relationship between normal/upsetting steel bar and SFRC is established.