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Numerical modelling of macrocells occurring during corrosion of steel in concrete

Warkus, J. ; Raupach, M.

Materials and corrosion, 2008-02, Vol.59 (2), p.122-130 [Periódico revisado por pares]

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Título:
Numerical modelling of macrocells occurring during corrosion of steel in concrete
Autor: Warkus, J. ; Raupach, M.
Assuntos: Applied sciences ; Corrosion ; Corrosion environments ; Exact sciences and technology ; Metals. Metallurgy
É parte de: Materials and corrosion, 2008-02, Vol.59 (2), p.122-130
Notas: ArticleID:MACO200804164
ark:/67375/WNG-TNZB9QZ0-0
istex:A3734EA3B750882B8077762D1BE7E1ADA55AC06B
Dedicated to Professor Dr. Bernd Isecke on the occasion of his 60th birthday
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
Descrição: Reinforcement in concrete members is usually protected against corrosion by the alkalinity of the pore solution, but as a result of chloride ingress or carbonation (initiation stage) the reinforcing steel can be depassivated and corrosion can proceed (propagation stage). During the past few years numerous research activities have been carried out—mainly by laboratory experiments—to investigate reinforcement corrosion. Another approach, which will be presented within this paper, is given by using the finite or boundary element method. The results of the simulations will be compared to measurements and used to investigate the impact of single parameters.
Editor: Weinheim: WILEY-VCH Verlag
Idioma: Inglês;Alemão

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