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Bond strength of RC elements with consideration of corrosion: An experimental survey

Benenato, Armando; Ferracuti, Barbara; Imperatore, Stefania; Kioumarsi, Mahdi
Journal article, Peer reviewed
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URI
https://hdl.handle.net/10642/9710
Date
2020-11-25
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  • TKD - Institutt for bygg- og energiteknikk [386]
Original version
Benenato, A., Ferracuti, B., Imperatore, S. & Kioumarsi, M. (2020). Bond strength of RC elements with consideration of corrosion: An experimental survey. AIP Conference Proceedings, 2293(1), e240010. doi:https://doi.org/10.1063/5.0026732   https://doi.org/10.1063/5.0026732
Abstract
The researches on the bond behavior of corroded reinforcements are finalized to the assessment of the structural serviceability loss, providing appropriate tools for the evaluation of the structural integrity, i.e. relation between the corrosion rate and the cracks width detected during visual inspection on existing structures. Unfortunately, several contradictions can be found in the literature and a comprehensive interpretation of the influence of both the concrete cover depths and the reinforcement typology on the corrosion process is still missing. The present work describes the research activities planned in the convention "Effect of corrosion on the steel-to-concrete interaction" and finalized to understand the bond-slip decay in presence of corrosion.

REFERENCES
Publisher
American Institute of Physics
Series
AIP Conference Proceedings;Volume 2293, Issue 1
Journal
AIP Conference Proceedings

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