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Effect of Chloride on the SCC Behavior of Carbon Steel Welds Exposed to Concrete Pore Water under Anoxic Conditions

In all nuclear power generating countries, high-activity, long-lived radioactive waste is an unavoidable by-product of the contribution of this energy to the global electricity generation. Disposal in deep, stable geological formations is, at present, the most promising option accepted at an international level for the long-term management of these wastes. Geological disposal relies on a combination of engineered (man-made) barriers and a natural barrier (the host rock), in order to prevent radionuclides and other contaminants ever reaching concentrations outside the container at which they could present an unacceptable risk for people and the environment.

Product Number: 51323-19029-SG
Author: B. Kursten, R. Gaggiano
Publication Date: 2023
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The supercontainer is the current reference concept for the geological disposal of vitrified high-level radioactive waste and spent fuel in Belgium. It comprises a prefabricated concrete buffer that completely surrounds a carbon steel overpack. Welding is being considered as a final closure technique of the carbon steel overpack in order to ensure its water tightness. Welding is known to induce residual stresses in the weld zone and its vicinity, which may lead to an increased susceptibility to stress corrosion cracking (SCC). In this study, slow strain rate tests (SSRT) were conducted to study the SCC behavior of plain and welded UNS K02700 grade carbon steel exposed to an artificial concrete pore water solution that is representative for the supercontainer concrete buffer environment. The tests were performed at 140 °C, at a constant strain rate of 5×10-7 s-1 and at open circuit potential under anoxic conditions. The effect of chloride on the SCC behavior was investigated up to levels of ~1 M Cl- (35,000 mgꞏL-1).

The supercontainer is the current reference concept for the geological disposal of vitrified high-level radioactive waste and spent fuel in Belgium. It comprises a prefabricated concrete buffer that completely surrounds a carbon steel overpack. Welding is being considered as a final closure technique of the carbon steel overpack in order to ensure its water tightness. Welding is known to induce residual stresses in the weld zone and its vicinity, which may lead to an increased susceptibility to stress corrosion cracking (SCC). In this study, slow strain rate tests (SSRT) were conducted to study the SCC behavior of plain and welded UNS K02700 grade carbon steel exposed to an artificial concrete pore water solution that is representative for the supercontainer concrete buffer environment. The tests were performed at 140 °C, at a constant strain rate of 5×10-7 s-1 and at open circuit potential under anoxic conditions. The effect of chloride on the SCC behavior was investigated up to levels of ~1 M Cl- (35,000 mgꞏL-1).

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