Ritter, G. W., Mohr, W. C., Jeong, D. Y., Tang, Y. H., & Stuart, C. (2014). Rail base corrosion and cracking prevention (Report No. DOT/FRA/ORD-14/27). United States. Federal Railroad Administration. Office of Research and Development. https://rosap.ntl.bts.gov/view/dot/12102
Ritter, George W., William C. Mohr, David Y. Jeong, Yim H. Tang, and Cameron Stuart. Rail base corrosion and cracking prevention. Report no. DOT/FRA/ORD-14/27. United States. Federal Railroad Administration. Office of Research and Development, 2014. https://rosap.ntl.bts.gov/view/dot/12102.
Ritter, George W., et al. Rail base corrosion and cracking prevention. United States. Federal Railroad Administration. Office of Research and Development, 2014, Report no. DOT/FRA/ORD-14/27, ROSA P. https://rosap.ntl.bts.gov/view/dot/12102.
Rail base corrosion combined with fatigue or damage can significantly reduce rail life. Studies were done to examine the relative contribution of damage, corrosion, and fatigue on rail life. The combined effects can be separated into constituent factors. Anti-corrosion treatments based on surface passivation of steel have been shown to extend rail fatigue life in the presence of damage and corrosion.
Ritter, G. W., Mohr, W. C., Jeong, D. Y., Tang, Y. H., & Stuart, C. (2014). Rail base corrosion and cracking prevention (Report No. DOT/FRA/ORD-14/27). United States. Federal Railroad Administration. Office of Research and Development. https://rosap.ntl.bts.gov/view/dot/12102
Ritter, George W., William C. Mohr, David Y. Jeong, Yim H. Tang, and Cameron Stuart. Rail base corrosion and cracking prevention. Report no. DOT/FRA/ORD-14/27. United States. Federal Railroad Administration. Office of Research and Development, 2014. https://rosap.ntl.bts.gov/view/dot/12102.
Ritter, George W., et al. Rail base corrosion and cracking prevention. United States. Federal Railroad Administration. Office of Research and Development, 2014, Report no. DOT/FRA/ORD-14/27, ROSA P. https://rosap.ntl.bts.gov/view/dot/12102.
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