Bernhard Elsener, Radhakrishna G. Pillai, Carolyn M. Hansson, Alberto A. Sagüés, Christoph Gehlen, Rob B. Polder, Burkan Isgor, Ueli Angst, Henrik E. Sørensen, Karla Hornbostel, Raoul François, M. Sánchez, Mette Rica Geiker, José F. Pacheco, Maria Cruz Alonso, Maria Criado, Michael Raupach, J. Gulikers, Shishir Mundra, Hong S. Wong, Alexander Michel, Department of Civil Engineering, Technical University of Denmark [Lyngby] (DTU), Institute of Construction Sciences 'Eduardo Torreja' (CSIC), Consejo Superior de Investigaciones Científicas [Madrid] (CSIC), Delft University of Technology (TU Delft), Department of Mechanical and Mechatronics Engineering, University of Waterloo [Waterloo], Institute for Building Materials, Eidgenössische Technische Hochschule - Swiss Federal Institute of Technology [Zürich] (ETH Zürich), National University of Singapore (NUS), Norwegian University of Science and Technology [Trondheim] (NTNU), Norwegian University of Science and Technology (NTNU), Technische Universität Munchen - Université Technique de Munich [Munich, Allemagne] (TUM), Laboratoire Matériaux et Durabilité des constructions (LMDC), Institut National des Sciences Appliquées - Toulouse (INSA Toulouse), Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)-Université Toulouse III - Paul Sabatier (UT3), Université Fédérale Toulouse Midi-Pyrénées-Université Fédérale Toulouse Midi-Pyrénées, City College [International Faculty of the University of Sheffield], Aalborg University [Denmark] (AAU), Danmarks Tekniske Universitet = Technical University of Denmark (DTU), Institut National des Sciences Appliquées (INSA)-Université de Toulouse (UT)-Institut National des Sciences Appliquées (INSA)-Université de Toulouse (UT)-Université Toulouse III - Paul Sabatier (UT3), and Université de Toulouse (UT)
The steel-concrete interface (SCI) is known to influence corrosion of steel in concrete. However, due to the numerous factors affecting the SCI – including steel properties, concrete properties, execution, and exposure conditions – it remains unclear which factors have the most dominant impact on the susceptibility of reinforced concrete to corrosion. In this literature review, prepared by members of RILEM technical committee 262-SCI, an attempt is made to elucidate the effect of numerous SCI characteristics on chloride-induced corrosion initiation of steel in concrete. We use a method to quantify and normalize the effect of individual SCI characteristics based on different literature results, which allows comparing them in a comprehensive context. It is found that the different SCI characteristics have received highly unbalanced research attention. Parameters such as w/b ratio and cement type have been studied most extensively. Interestingly, however, literature consistently indicates that those parameters have merely a moderate effect on the corrosion susceptibility of steel in concrete. Considerably more pronounced effects were identified for i) steel properties, including metallurgy, presence of mill scale or rust layers, and surface roughness, and ii) the moisture state. Unfortunately, however, these aspects have received comparatively little research attention. Due to their apparently strong influence, future corrosion studies as well as developments towards predicting corrosion initiation in concrete would benefit from considering those aspects. Particularly the working mechanisms related to the moisture conditions in microscopic and macroscopic voids at the SCI is complex and presents major opportunities for further research in corrosion of steel in concrete., Materials and Structures, 52 (4), ISSN:1359-5997, ISSN:1871-6873