Discussion of “Performance of Coated Reinforcing Bars in Cracked Bridge Decks” by F. Fanous and H. Wu
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References
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Fanous, F., Wu, H., and Pape, J. (2000). “Impact of deck cracking on durability.” Center for Transportation Research and Education, Iowa State University, Ames, Iowa, p. 116.
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Kirkpatrick, T. J., et al. (2002a). “Impact of specification changes on chloride-induced corrosion service life of bridge decks.” Cem. Concr. Res., 32(8), 1189–1198.
Kirkpatrick, T. J., et al. (2002b). “Probabilistic model for chloride-induced corrosion service life of bridge decks.” Cem. Concr. Res., 32(12), 1943–1960.
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McDonald, D. B., Pfeifer, D. W., and Sherman, M. R. (1998). “Corrosion evaluation of epoxy-coated, metallic-clad, and solid metallic reinforcing bars in concrete.” FHWA-RD-98-153, National Technical Information Services, Springfield, Va., p. 156.
Stratfull, R. F., Jurkovich, W. J., and Spellman, D. F. (1975). “Corrosion testing of bridge decks.” Transp. Res. Rec., 539, 50–59.
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Weyers, R. E. (1995). “Protocol for in-service evaluation of bridges with epoxy-coated reinforcing steel.” NCHRP 10-37B Final Rep., Transportation Research Board, Washington, D.C., p. 114.
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Published In
Journal of Bridge Engineering
Volume 11 • Issue 5 • September 2006
Pages: 661 - 662
Copyright
© 2006 ASCE.
History
Published online: Sep 1, 2006
Published in print: Sep 2006
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