Environmental degradation of reinforced concrete structures

Author:

Bossio Antonio1,Bellucci Francesco1

Affiliation:

1. Department of Chemical, Materials and Industrial Production Engineering , University of Naples , Piazzale Tecchio 80 , 80125 Naples , Italy

Publisher

Walter de Gruyter GmbH

Subject

General Materials Science,General Chemical Engineering,General Chemistry

Reference17 articles.

1. Andrade C, Alonso C, Molina FJ. Cover cracking as a function of bar corrosion: part I-experimental test. Materials and Structures 1993; 26: 453–464.

2. Brezny FS, Kemp EL. The influence of loose rust and mill scale on the bond characteristics of deformed reinforcing bars. West Virginia University, Morgantown, WV, 1969; Report no. CES-2004, PB-200 633.

3. Broomfield JP. Corrosion of steel in concrete. UK: E & FN Spon, Chapman & Hall, 1997.

4. Cairns J, Du Y, Law D. Influence of corrosion on the friction characteristics of the steel/concrete interface. Construction and Building Materials 2007; 21: 190–197.

5. Frazier KS. Value of galvanized reinforcing in concrete structures. Mater Protect 1965; 4: 53–55.

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