Effect of Environmental Conditions on Corrosion Rates

Author:

Klinesmith Dawn E.123,McCuen Richard H.123,Albrecht Pedro123

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: rhmccuen@eng.umd.edu

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Albrecht P. and Naeemi A. H. (1984). “Performance of weathering steel in bridges.” NCHPR Rep. No. 272 Transportation Research Board Washington D.C.

2. Atteraas L. (1978). Proc. 8th Scandinavian Corrosion Congress Helsinki Univ. of Technology Helsinki Finland.

3. Barton K. (1980). “Schutz gegan atmospherische Korrosion Theorie und Technik Verlag Chemie.” Protection of metals Z. Metallov translator 16 387.

4. Dean S. W. (1990). Corrosion testing of metals under natural atmospheric conditions.” Corrosion testing and evaluation: Silver anniversary volume ASTM STP 1000 R. Baboian and S. W. Dean eds. ASTM Philadelphia 163–176.

5. Dean S. W. and Reiser D. B. (2002). “Analysis of long-term atmospheric corrosion results from ISO CORRAG program.” Outdoor atmospheric corrosion ASTM STP 1421 H. Townsend ed. ASTM West Conshohocken Pa. 3–18.

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