Hostname: page-component-848d4c4894-x24gv Total loading time: 0 Render date: 2024-04-30T19:57:31.021Z Has data issue: false hasContentIssue false

Atmospheric Stress Corrosion Cracking (ASCC) Susceptibility of Stainless Alloys for Metallic Containers

Published online by Cambridge University Press:  21 March 2011

Gen Nakayama*
Affiliation:
Research Laboratory, Ishikawajima-Harima Heavy Industries, Co., Ltd. 1, Shin-Nakahara-Cho, Isogo-ku, Yokohama 235-8501, Japan
Get access

Abstract

Metallic canisters placed in concrete casks and containing spent nuclear fuel elements, will be exposed to a moist oceanic atmosphere while the decay heat generated in the fuel elements cools for more than fifty years. Thus, the surface environment of the metallic canisters will be wet and covered with chloride compounds. The canisters may suffer atmospheric stress corrosion cracking. Therefore, corrosion tests for some potential alloys were conducted in an aqueous bittern solution, containing 22% enriched chloride compounds simulating the expected surface conditions of the canisters, to aid in selecting appropriate alloys based on corrosion resistance. The results suggest that the corrosion resistance of ordinary stainless steels, such as SUS304 and SUS316, is not high enough to avoid ASCC (atmospheric stress corrosion cracking) in the environment. Thus, a higher-grade stainless steel, namely, NSSC270 (20Cr-18Ni-6Mo-0.2N-Low C)or SUS836L (23.5Cr-25Ni-5.5Mo-0.2N-Low C, equivalent to AL-6XN) has been selected for this application.

Type
Research Article
Copyright
Copyright © Materials Research Society 2006

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1 Example; http://www. Kepco.co.jp/recycle/index.htmGoogle Scholar
2 Japan Society of Chemical Engineering edition “Chloride SCC countermeasure steel use actual results data collection” [ in Japanese], Japan Society of Chemical Engineering (1997).Google Scholar
3 Nakayama, G., #50 Proceeding of Corrosion Engineering, B-211 [in Japanese], Japan Societyof Corrosion Engineering (2003).Google Scholar
4 , Nakata et al. , Japan Society of Corrosion Engineering Edition, “Corrosion and Protection Handbook”, p. 674 [ in Japanese], Maruzen (2000).Google Scholar
5 Yamashita, M., Nagano, H., Corrosion Engneering'96, p.69 [in Japanese], Japan Society of Corrosion Engineering (1996).Google Scholar
6 Fukaya, Y., Akashi, M., Sasaki, E., Tsujikawa, S., #50 Proceeding of Corrosion Engineering, p. 189 [in Japanese], Japan Society of Corrosion Engineering (2003).Google Scholar
7 Nakayama, G., Fukaya, Y., Akashi, M., Sawa, S., Kannno, T., Oowada, H., Ootuki, A., Asano, H., Proc. Of the 2nd Int. Workshop, Eurocorr2004,“Prediction of Long Term Corrosion Bahaviour in Nuclear Waste Systems,” Nice, France (2004).Google Scholar