Modelling the service life of concrete until cover cracking due to reinforcement corrosion

    Research output: Chapter in Book/Report/Conference proceedingConference article in proceedingsScientificpeer-review

    Abstract

    The service life design of reinforced concrete structures requires material models capable of reliably describing both mechanisms of damage and the general progression of damage over time. However, most models that are currently being used only capture the process of carbonation and chloride penetration into the uncracked concrete that is at the initial phase of degradation. Typically, these models disregard the actual damage, i.e. the corrosion of the reinforcing steel. As a result, the service life design established to date only considers the end of the initiation phase of the degradation process, or, in other words, the onset of damage (time of depassivation or onset of corrosion) as a critical limit state. The corrosion of the reinforcement and its consequences, i.e. the crack formation and spalling of concrete, are not considered, which may lead to a substantially shorter estimated service life of the structures. Comprehensive investigations were recently undertaken on the depassivation of steel reinforcement and on crack formation in concrete which have resulted in an analytical prediction model for corrosion-induced cracking occurring in the surface zones of structural components. This paper presents a holistic approach which combines two models used for determining the time to depassivation (initiation phase) and the time to cover cracking as a result of reinforcement corrosion (propagation phase). An example is provided of a structural element which has been designed for the serviceability limit state of concrete cover cracking.
    Original languageEnglish
    Title of host publicationConcrete Repair, Rehabilitation and Retrofitting IV
    Place of PublicationLondon
    PublisherCRC Press
    Pages203-211
    ISBN (Electronic)978-1-315-67764-4
    ISBN (Print)978-1-138-02843-2
    DOIs
    Publication statusPublished - 17 Sep 2015
    MoE publication typeA4 Article in a conference publication
    EventInternational Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR-4 - Leipzig, Germany
    Duration: 5 Oct 20157 Oct 2015
    Conference number: 4

    Conference

    ConferenceInternational Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR-4
    Abbreviated titleICCRRR-4
    CountryGermany
    CityLeipzig
    Period5/10/157/10/15

    Fingerprint

    Service life
    Reinforcement
    Concretes
    Corrosion
    Crack initiation
    Degradation
    Carbonation
    Spalling
    Steel
    Concrete construction
    Reinforced concrete

    Keywords

    • corrosion
    • cracking
    • reinforcement
    • durability
    • modelling
    • concrete cover
    • carbonation
    • chlorides
    • SLS

    Cite this

    Bohner, Edgar ; Ferreira, Miguel ; Saarela, Olli. / Modelling the service life of concrete until cover cracking due to reinforcement corrosion. Concrete Repair, Rehabilitation and Retrofitting IV. London : CRC Press, 2015. pp. 203-211
    @inproceedings{f281323c96ed404baeb2e96dbae08d38,
    title = "Modelling the service life of concrete until cover cracking due to reinforcement corrosion",
    abstract = "The service life design of reinforced concrete structures requires material models capable of reliably describing both mechanisms of damage and the general progression of damage over time. However, most models that are currently being used only capture the process of carbonation and chloride penetration into the uncracked concrete that is at the initial phase of degradation. Typically, these models disregard the actual damage, i.e. the corrosion of the reinforcing steel. As a result, the service life design established to date only considers the end of the initiation phase of the degradation process, or, in other words, the onset of damage (time of depassivation or onset of corrosion) as a critical limit state. The corrosion of the reinforcement and its consequences, i.e. the crack formation and spalling of concrete, are not considered, which may lead to a substantially shorter estimated service life of the structures. Comprehensive investigations were recently undertaken on the depassivation of steel reinforcement and on crack formation in concrete which have resulted in an analytical prediction model for corrosion-induced cracking occurring in the surface zones of structural components. This paper presents a holistic approach which combines two models used for determining the time to depassivation (initiation phase) and the time to cover cracking as a result of reinforcement corrosion (propagation phase). An example is provided of a structural element which has been designed for the serviceability limit state of concrete cover cracking.",
    keywords = "corrosion, cracking, reinforcement, durability, modelling, concrete cover, carbonation, chlorides, SLS",
    author = "Edgar Bohner and Miguel Ferreira and Olli Saarela",
    year = "2015",
    month = "9",
    day = "17",
    doi = "10.1201/b18972-29",
    language = "English",
    isbn = "978-1-138-02843-2",
    pages = "203--211",
    booktitle = "Concrete Repair, Rehabilitation and Retrofitting IV",
    publisher = "CRC Press",
    address = "United States",

    }

    Bohner, E, Ferreira, M & Saarela, O 2015, Modelling the service life of concrete until cover cracking due to reinforcement corrosion. in Concrete Repair, Rehabilitation and Retrofitting IV. CRC Press, London, pp. 203-211, International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR-4, Leipzig, Germany, 5/10/15. https://doi.org/10.1201/b18972-29

    Modelling the service life of concrete until cover cracking due to reinforcement corrosion. / Bohner, Edgar; Ferreira, Miguel; Saarela, Olli.

    Concrete Repair, Rehabilitation and Retrofitting IV. London : CRC Press, 2015. p. 203-211.

    Research output: Chapter in Book/Report/Conference proceedingConference article in proceedingsScientificpeer-review

    TY - GEN

    T1 - Modelling the service life of concrete until cover cracking due to reinforcement corrosion

    AU - Bohner, Edgar

    AU - Ferreira, Miguel

    AU - Saarela, Olli

    PY - 2015/9/17

    Y1 - 2015/9/17

    N2 - The service life design of reinforced concrete structures requires material models capable of reliably describing both mechanisms of damage and the general progression of damage over time. However, most models that are currently being used only capture the process of carbonation and chloride penetration into the uncracked concrete that is at the initial phase of degradation. Typically, these models disregard the actual damage, i.e. the corrosion of the reinforcing steel. As a result, the service life design established to date only considers the end of the initiation phase of the degradation process, or, in other words, the onset of damage (time of depassivation or onset of corrosion) as a critical limit state. The corrosion of the reinforcement and its consequences, i.e. the crack formation and spalling of concrete, are not considered, which may lead to a substantially shorter estimated service life of the structures. Comprehensive investigations were recently undertaken on the depassivation of steel reinforcement and on crack formation in concrete which have resulted in an analytical prediction model for corrosion-induced cracking occurring in the surface zones of structural components. This paper presents a holistic approach which combines two models used for determining the time to depassivation (initiation phase) and the time to cover cracking as a result of reinforcement corrosion (propagation phase). An example is provided of a structural element which has been designed for the serviceability limit state of concrete cover cracking.

    AB - The service life design of reinforced concrete structures requires material models capable of reliably describing both mechanisms of damage and the general progression of damage over time. However, most models that are currently being used only capture the process of carbonation and chloride penetration into the uncracked concrete that is at the initial phase of degradation. Typically, these models disregard the actual damage, i.e. the corrosion of the reinforcing steel. As a result, the service life design established to date only considers the end of the initiation phase of the degradation process, or, in other words, the onset of damage (time of depassivation or onset of corrosion) as a critical limit state. The corrosion of the reinforcement and its consequences, i.e. the crack formation and spalling of concrete, are not considered, which may lead to a substantially shorter estimated service life of the structures. Comprehensive investigations were recently undertaken on the depassivation of steel reinforcement and on crack formation in concrete which have resulted in an analytical prediction model for corrosion-induced cracking occurring in the surface zones of structural components. This paper presents a holistic approach which combines two models used for determining the time to depassivation (initiation phase) and the time to cover cracking as a result of reinforcement corrosion (propagation phase). An example is provided of a structural element which has been designed for the serviceability limit state of concrete cover cracking.

    KW - corrosion

    KW - cracking

    KW - reinforcement

    KW - durability

    KW - modelling

    KW - concrete cover

    KW - carbonation

    KW - chlorides

    KW - SLS

    U2 - 10.1201/b18972-29

    DO - 10.1201/b18972-29

    M3 - Conference article in proceedings

    SN - 978-1-138-02843-2

    SP - 203

    EP - 211

    BT - Concrete Repair, Rehabilitation and Retrofitting IV

    PB - CRC Press

    CY - London

    ER -