The effect of the steel–concrete interface on chloride-induced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI-Reference-Cited by-同舟云学术

The effect of the steel–concrete interface on chloride-induced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI

Published:2019-08 Issue:4 Volume:52 Page:
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Angst Ueli M.,Geiker Mette R.,Alonso Maria Cruz,Polder Rob,Isgor O. Burkan,Elsener Bernhard,Wong Hong,Michel Alexander,Hornbostel Karla,Gehlen Christoph,François Raoul,Sanchez Mercedes,Criado Maria,Sørensen Henrik,Hansson Carolyn,Pillai Radhakrishna,Mundra Shishir,Gulikers Joost,Raupach Michael,Pacheco José,Sagüés Alberto

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1617/s11527-019-1387-0.pdf

Reference152 articles.

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2. Page CL (1975) Mechanism of corrosion protection in reinforced concrete marine structures. Nature 258:514–515

3. Yonezawa T, Ashworth V, Procter RPM (1988) Pore solution composition and chloride effects on the corrosion of steel in concrete. Corrosion 44(7):489–499

4. Sandberg P (1998) The effect of defects at the steel-concrete interface, exposure regime and cement type on pitting corrosion in concrete. Report TVBM-3081. Lund University, Sweden

5. Soylev TA, François R (2003) Quality of steel-concrete interface and corrosion of reinforcing steel. Cem Concr Res 33(9):1407–1415

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