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Deterioration model and input parameters for reinforcement corrosion
Author(s) -
Beck Matthias,
Burkert Andreas,
Harnisch Jörg,
Isecke Bernd,
Osterminski Kai,
Raupach Michael,
Schießl Peter,
Tian Wei,
Warkus Jürgen
Publication year - 2012
Publication title -
structural concrete
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.912
H-Index - 34
eISSN - 1751-7648
pISSN - 1464-4177
DOI - 10.1002/suco.201200004
Subject(s) - corrosion , macrocell , reinforcement , reinforced concrete , materials science , unit (ring theory) , structural engineering , forensic engineering , engineering , metallurgy , mathematics , telecommunications , mathematics education , base station
The paper presents the damage model of German Research Unit 537 which was used as a working hypothesis for the development of a user‐friendly design model. Excerpts from the laboratory experiments and numerical calculations processed in project A of the research unit are presented here. The excerpts include the quantification of self‐corrosion, geometrical effects in the macrocell corrosion, development of corroding steel surface and pit depth as well as the quantification of the resistivity of the concrete and the corrosion of steel in cracked concrete.

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