Abstract
Alkali-activated materials (AAMs) are binders that can complement and partially substitute the current use of conventional cement. However, the present knowledge about how AAMs protect steel reinforcement in concrete elements is incomplete, and uncertainties exist regarding the application of electrochemical methods to investigate this issue. The present review by EFC WP11-Task Force ‘Corrosion of steel in alkali-activated materials’ demonstrates that important differences exist between AAMs and Portland cement, and between different classes of AAMs, which are mainly caused by differing pore solution compositions, and which affect the outcomes of electrochemical measurements. The high sulfide concentrations in blast furnace slag-based AAMs lead to distinct anodic polarisation curves, unusually low open circuit potentials, and low polarisation resistances, which might be incorrectly interpreted as indicating active corrosion of steel reinforcement. No systematic study of the influence of the steel–concrete interface on the susceptibility of steel to corrosion in AAMs is available. Less common electrochemical methods present an opportunity for future progress in the field.
Original language | English |
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Pages (from-to) | 988-1008 |
Journal | Materials and Corrosion |
Volume | 74 |
Issue number | 7 |
Early online date | 3 Jul 2023 |
DOIs | |
Publication status | Published - 3 Jul 2023 |
Data Availability Statement
Data sharing is not applicable to this article as no new data were created in this study.Acknowledgements
The participation of all members of the EFC Working Party 11-Task Force ‘Corrosion of steel in alkali-activated materials’ in meetings and discussions is greatly appreciated.Funding
Participation of Shishir Mundra was supported by the Swiss National Science Foundation (PP00P2_194812), and Susan A. Bernal was sponsored by the UK Engineering and Physical Sciences Research Council (EPSRC) via the Early Career Fellowship EP/R001642/1. Open Access funding enabled and organized by Projekt DEAL.