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

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 is descr...

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Published inInternational journal of concrete structures and materials Vol. 13; no. 1; pp. 1 - 18
Main Authors Mir, Zahid Mohammad, Höche, Daniel, Gomes, Celestino, Sampaio, Rui, Bastos, Alexandre C., Maincon, Philippe, Ferreira, M. G. S., Zheludkevich, Mikhail L.
Format Journal Article
LanguageEnglish
Published Singapore 한국콘크리트학회 2019
Springer Singapore
Springer
Springer Nature B.V
SpringerOpen
Subjects
Activation
Boundary conditions
Building Materials
chloride-induced depassivation
Concrete
Concrete structures
Corrosion
Corrosion rate
Engineering
finite element method
Life prediction
Mathematical models
Rebar
rebar corrosion
Reinforcing steels
Seawater
Service life
Solid Mechanics
Steel
Structural Materials
Structural steels
submerged zone
Transient analysis
토목공학
Germany
chloride-induced depassivation
finite element method
rebar corrosion
submerged zone
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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 is described by a randomly varying chloride threshold function. As such random activation events can be accounted for, rather than having to pre-describe the anode size and location as in many existing models. The aim of the study is to investigate random spatial activation events in concrete structures in submerged zones based on dynamically changing boundary conditions on the rebar surface to control transition from passive to active state. Investigations are carried out to realize the sustainability of corrosion processes in limiting oxygen concentrations in dissolved seawater. The model showcases the numerical architecture, the associated concept of randomly varying chloride threshold and predicts that among other factors, the rate of oxygen strongly influences corrosion rate in submerged locations.
AbstractList 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 is described by a randomly varying chloride threshold function. As such random activation events can be accounted for, rather than having to pre-describe the anode size and location as in many existing models. The aim of the study is to investigate random spatial activation events in concrete structures in submerged zones based on dynamically changing boundary conditions on the rebar surface to control transition from passive to active state. Investigations are carried out to realize the sustainability of corrosion processes in limiting oxygen concentrations in dissolved seawater. The model showcases the numerical architecture, the associated concept of randomly varying chloride threshold and predicts that among other factors, the rate of oxygen strongly influences corrosion rate in submerged locations.
A numerical model for enhanced service life prediction of concrete infrastructure is presented which includes tran-sient analysis of processes during corrosion initiation as well as propagation stage. The temporal and spatial transi-tion of Steel–Concrete Interface during depassivation events is described by a randomly varying chloride threshold function. As such random activation events can be accounted for, rather than having to pre-describe the anode size and location as in many existing models. The aim of the study is to investigate random spatial activation events in concrete structures in submerged zones based on dynamically changing boundary conditions on the rebar surface to control transition from passive to active state. Investigations are carried out to realize the sustainability of corrosion processes in limiting oxygen concentrations in dissolved seawater. The model showcases the numerical architecture, the associated concept of randomly varying chloride threshold and predicts that among other factors, the rate of oxygen strongly influences corrosion rate in submerged locations. KCI Citation Count: 1
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 is described by a randomly varying chloride threshold function. As such random activation events can be accounted for, rather than having to pre-describe the anode size and location as in many existing models. The aim of the study is to investigate random spatial activation events in concrete structures in submerged zones based on dynamically changing boundary conditions on the rebar surface to control transition from passive to active state. Investigations are carried out to realize the sustainability of corrosion processes in limiting oxygen concentrations in dissolved seawater. The model showcases the numerical architecture, the associated concept of randomly varying chloride threshold and predicts that among other factors, the rate of oxygen strongly influences corrosion rate in submerged locations.
ArticleNumber 11
Audience Academic
Author Rui Sampaio
M. G. S. Ferreira
Philippe Maincon
Mikhail L. Zheludkevich
Zahid Mohammad Mir
Daniel Hoche
Celestino Gomes
Alexandre C. Bastos
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  givenname: Mikhail L.
  surname: Zheludkevich
  fullname: Zheludkevich, Mikhail L.
  organization: Institute of Materials Research, Helmholtz-Zentrum Geesthacht Centre for Materials and Coastal Research, Faculty of Engineering, University of Kiel
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ContentType Journal Article
Copyright The Author(s) 2019
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International Journal of Concrete Structures and Materials is a copyright of Springer, (2019). All Rights Reserved. © 2019. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
Copyright_xml – notice: The Author(s) 2019
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Keywords chloride-induced depassivation
finite element method
rebar corrosion
submerged zone
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Snippet A numerical model for enhanced service life prediction of concrete infrastructure is presented which includes transient analysis of processes during corrosion...
Abstract A numerical model for enhanced service life prediction of concrete infrastructure is presented which includes transient analysis of processes during...
A numerical model for enhanced service life prediction of concrete infrastructure is presented which includes tran-sient analysis of processes during corrosion...
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StartPage 1
SubjectTerms Activation
Boundary conditions
Building Materials
chloride-induced depassivation
Concrete
Concrete structures
Corrosion
Corrosion rate
Engineering
finite element method
Life prediction
Mathematical models
Rebar
rebar corrosion
Reinforcing steels
Seawater
Service life
Solid Mechanics
Steel
Structural Materials
Structural steels
submerged zone
Transient analysis
토목공학
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Title Enhanced Predictive Modelling of Steel Corrosion in Concrete in Submerged Zone Based on a Dynamic Activation Approach
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Volume 13
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ispartofPNX International Journal of Concrete Structures and Materials, 2019, 13(1), 45, pp.1-18
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