The pitting corrosion, which affects the fracture of stainless steel in corrosive environments, is the electrochemical phenomenon, occurring in the specified electrode potential region. When halogen ions, especially chloride ions in a corrosive solution exceed a critical amount, the pitting corrosion occurs inevitably. In this study aimed to elucidata the relation between the pitting phenomena and mechanical properties, the fundamental experiments were carried out in deaerated 3% NaCl solution. For this purpose, the changes in the creep curve and the time to fracture under various potentials controlled potentiostatically above the critical potential for pitting corrosion as well as the magnitude of the applied stress that did not lead to any fracture of the material by the pitting during a specified period (104sec.) were determined. Observations of the specimen surface were also performed. The results obtained were as follows.(1) The controlled potentials within the pitting corrosion region influenced the creep fracture time, the applied stress that could not cause fracture in the material by pitting corrosion in 104sec., and the fracture process. Even though the applied stress was 352.8MPa (plastic region), the controlled potential below+0.1V could not cause fracture in SUS 430. When the controlled potential was raised to a higher value such as +0.2V, the applied stress of 196.0MPa (elastic region) was enough to cause fracture in SUS 430. On the other hand, for SUS 316, the applied stress of 450.8MPa was not enough to cause fracture at the low controlled potential below +0.5V. When the pitting potential was controlled at a high value such as +1.0V, a lower applied stress caused fracture in the material.(2) The change in the appearance of pitting corrosion caused by applied stress was also reflected in the change in the current. The current observed on SUS 316 was higher than that on SUS 430. This difference was remarkable at higher controlled potentials. When the applied stress was in the range from 548.8MPa to 588.0MPa and the controlled pitting corrosion potential was such a higher value as +1.0V, the difference was considerably large, and the creep strain dropped remarkably. Therefore, this difference was thought to be caused by the fast rate of pitting corrosion compared with the creep strain rate.(3) The appearance of pitting corrosion on SUS 430 was different from that on SUS 316. The pits on SUS 430 were localized in a certain area of the specimen surface, and they were small in number and deep. But the pits on SUS 316 were distributed all over the specimen surface, and they were numerous and shallow. This difference influenced their creep fracture properties. In SUS 430, the crack began to form from the large and deep pits grown at the side of the specimen and propagated very slowly. Such a phenomenon could not be observed on SUS 316.