A probability model of steel corrosion in concrete

Materials Performance

Volumn 37, Issue 10, 1998, Pages 64-68

  Hausmann, D A ^a,b,c  

^a California Institute of Technology ^*  (United States)

^b CALIFORNIA INSTITUTE OF TECHNOLOGY   (United States)

^c UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CHLORINE COMPOUNDS; COMPUTER SIMULATION; CONCRETE REINFORCEMENTS; MONTE CARLO METHODS; PASSIVATION; PORTLAND CEMENT; PROBABILITY; STEEL CORROSION;

CHLORIDE;

REINFORCED CONCRETE;

EID: 0032182042     PISSN: 00941492     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (6)

1. D.A. Hausmann, MP 6, 11 (1967): p. 19-23.
2. C.L. Page, "Features of Concrete as an Environment for Metallic Corrosion," 1997 Conference on Understanding Corrosion Mechanisms in Concrete (Cambridge, MA: Mass. Inst. of Tech., 1997).
3. N.S. Berke, M.C. Hicks, "Corrosion Inhibitors in Concrete," NACE 1995 Conference on Corrosion and Infrastructure (Houston, TX: NACE, 1995).
4. G.N. Scott, "Corrosion Protection Properties of Portland Cement Concrete," J. Amer. Water Works Assoc. 8, 8 (1965): p. 1,048ff.
5. G.J. Verbeck, "Mechanisms of Corrosion of Steel in Concrete," Am. Concr. Inst. Publication SP-49 (Detroit, MI: ACI, 1975), p. 30.
6. C.L. Page, et al., "Investigations of Reinforcement Corrosion. Part 2. Electrochemical Monitoring of Steel in Chloride Contaminated Concrete," Materials and Structures 24 (1991): p. 351-358.