DFG Research Group 537

Volkwein, Andreas; Osterminski, Kai; Schießl, P; Tian, Wen Ling

doi:10.1201/9781439828403.ch56

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Concrete Repair, Rehabilitation and Retrofitting II 2008

DOI: 10.1201/9781439828403.ch56

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DFG Research Group 537

Andreas Volkwein¹,

Kai Osterminski²,

P Schießl³

et al.

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2012

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Deterioration model and input parameters for reinforcement corrosion

Beck¹,

Bürkert²,

Harnisch³

et al. 2012

Structural Concrete

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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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Deterioration model and input parameters for reinforcement corrosion

Beck¹,

Bürkert²,

Harnisch³

et al. 2012

Structural Concrete

View full text Add to dashboard Cite

show abstract

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DFG Research Group 537

Cited by 1 publication

References 6 publications

Deterioration model and input parameters for reinforcement corrosion

Deterioration model and input parameters for reinforcement corrosion

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