Abstract:The effect of temperature change rate on the critical pitting temperature (CPT) for two kinds of duplex stainless steels (DSS, namely UNS S31803 and UNS S32750) in 1 mol L -1 NaCl solution was investigated using the potentiostatic current transient technique. The values of CPT for two DSSs all increased as the temperature change rate (t) increased. A linear relationship between the CPT and the square root of temperature change rate (t 1/2 ) was found. Furthermore, deriving from the point defect model (PDM), th… Show more
“…By this method, the average CPTs of the 2205, S32760, and 2507 stainless steels were measured to be 59.55, 75.70, and 79.68°C, respectively. They were close to the values reported in literatures …”
Pitting corrosion and crevice corrosion of passivated steels were measured by using a double-mode syringe electrolyte cell built on an environment chamber.The setup, when set in noncontact mode, could measure pitting potentials and critical temperatures, and crevice corrosion potentials if in contact mode. It could be employed to distinguish the pitting and crevice corrosion damage of reinforcing steel in concrete.
K E Y W O R D Screvice corrosion, electrochemical measurement, passivity, pitting corrosion
“…By this method, the average CPTs of the 2205, S32760, and 2507 stainless steels were measured to be 59.55, 75.70, and 79.68°C, respectively. They were close to the values reported in literatures …”
Pitting corrosion and crevice corrosion of passivated steels were measured by using a double-mode syringe electrolyte cell built on an environment chamber.The setup, when set in noncontact mode, could measure pitting potentials and critical temperatures, and crevice corrosion potentials if in contact mode. It could be employed to distinguish the pitting and crevice corrosion damage of reinforcing steel in concrete.
K E Y W O R D Screvice corrosion, electrochemical measurement, passivity, pitting corrosion
“…Additionally, for potentiostatic CPT measurements, the measured values and their distribution range will also be influenced by the temperature scan rate (v scan ). It was reported previously that a higher v scan will result in a high measured value of CPT 28,29 and a larger distribution range. 28 This can be addressed based on the proposed model.…”
Section: Critical Pitting Temperature Based On Pit Growth Stability-mentioning
confidence: 85%
“…It was reported previously that a higher v scan will result in a high measured value of CPT 28,29 and a larger distribution range. 28 This can be addressed based on the proposed model. According to the analysis in section 4.1, if the pitting process is completely controlled by the pit growth stability, i.e.…”
Section: Critical Pitting Temperature Based On Pit Growth Stability-mentioning
Potentiostatic temperature-scanned experiments were performed on 316L stainless steel and revealed that both the measured values of critical pitting temperature (CPT) and their distribution ranges increased with the decrease of the aggressiveness of exposure conditions. Previous models for CPT cannot explain these observations, so a model for CPT is proposed based on criteria for pit growth stability with added effects of the passive film breakdown. The criterion for pit stability is assumed to be the maintenance of a critical pit solution concentration at the pit surface, which requires the maximum pit dissolution current density to be equal to or greater than the diffusion current density associated with this critical concentration. The resulting model can explain many observations of nature of the CPT. The CPT is shown not to be a single-valued critical value; instead, it is a statistically distributed value based on the detailed behavior of many pitting events. For potentiostatic measurements, the measured CPT is just the temperature at which the first stable pit forms. The commonly recognized and tightly distributed CPT is determined from the perspective of pit growth stability and it represents the temperature with the highest probability to form the first stable pit.
“…Over the past several decades, researchers have studied the corrosion of steel reinforcement in concrete. The reinforcement ("rebar") is made from different materials, but most commonly from carbon steel [10][11][12][13][14][15][16][17][18][19][20][21]. However, the results reported in the literature are scattered over large ranges, and the majority of them, if not all, have been limited to typical climatic temperatures and the authors are not aware of any previous work that has focused on systems at the higher temperatures and that are relevant to the disposal of HLNW in Belgium.…”
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