The steel–concrete interface
By Ueli Angst, Mette Rica Geiker, A. Michel, C. Gehlen, H. Wong, O. Isgor, Bernhard Elsener, C. Hansson, R. François, Karla Hornbostel and 7 more. Materials Structure, 2017
258 citations recorded by the source corpus.
Although the steel–concrete interface (SCI) is widely recognized to influence the durability of reinforced concrete, a systematic overview and detailed documentation of the various aspects of the SCI are lacking. In this paper, we compiled a comprehensive list of possible local characteristics at the SCI and reviewed available information regarding their properties as well as their occurrence in engineering structures and in the laboratory. Given the complexity of the SCI, we suggested a systematic approach to describe it in terms of local characteristics and their physical and chemical properties. It was found that the SCI exhibits significant spatial inhomogeneity along and around as well as perpendicular to the reinforcing steel. The SCI can differ strongly between different engineering structures and also between different members within a structure; particular differences are expected between structures built before and after the 1970/1980s. A single SCI representing all on-site conditions does not exist. Additionally, SCIs in common laboratory-made specimens exhibit significant differences compared to engineering structures. Thus, results from laboratory studies and from practical experience should be applied to engineering structures with caution. Finally, recommendations for further research are made.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/45658f4309faa51c23b55c429cdb593894bbe204
Citations in the corpus
- Challenges and opportunities in corrosion of steel in concrete (2018, unknown): “This is because existing structures differ strongly in terms of materials used, depending on the time of construction [24], regional owner policies or available commercial products [16].”