Enhanced Predictive Modelling of Steel Corrosion in Concrete in Submerged Zone Based on a Dynamic Activation Approach

Abstract A numerical model for enhanced service life prediction of concrete infrastructure is presented which includes transient analysis of processes during corrosion initiation as well as propagation stage. The temporal and spatial transition of Steel–Concrete Interface during depassivation events...

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Bibliographic Details
Main Authors: Zahid Mohammad Mir, Daniel Höche, Celestino Gomes, Rui Sampaio, Alexandre C. Bastos, Philippe Maincon, M. G. S. Ferreira, Mikhail L. Zheludkevich
Format: Article
Language:English
Published: SpringerOpen 2019-01-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:http://link.springer.com/article/10.1186/s40069-018-0321-0

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