Distribution of Corrosion Attack in Chloride Exposed Concrete – Summary of Field Observations
Reinforcement corrosion is the main deterioration mechanism in chloride-exposed reinforced concrete (RC) structures. Depending on the moisture level, corrosion might initiate when aggressive agents like chloride ions reach the reinforcement surface. The propagation of active corrosion depends on bot...
Saved in:
Main Authors: | Baral Kedar, Geiker Mette Rica, Øverli Jan Arve |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2024-12-01
|
Series: | Nordic Concrete Research |
Subjects: | |
Online Access: | https://doi.org/10.2478/ncr-2024-0018 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental investigation on effect of corrosion on curvature-ductility relationship of RCC member in flexure
by: P N Ojha, et al.
Published: (2022-05-01) -
Coupled effects of chlorides and sulfates on steel reinforcement corrosion in concrete structures: A comprehensive review
by: Ye Tian, et al.
Published: (2025-07-01) -
The influence of cracks on the corrosion initiation time caused by chloride diffusion in concrete structures using the Boundary Element Method
by: Vinícius de Barros Souza, et al.
Published: (2025-01-01) -
Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides
by: P. Konecny, et al.
Published: (2017-01-01) -
Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides
by: P. Konecny, et al.
Published: (2016-12-01)