Stochastic limit state design extension to include corrosion induced cracking

    Research output: Contribution to conferenceConference articleScientific

    Original languageEnglish
    Pages142-152
    Publication statusPublished - 2016
    MoE publication typeNot Eligible
    EventConcrete for Nuclear Structures - Nordic Concrete Research Seminar, NUCCON 2016 - Espoo, Finland
    Duration: 31 Oct 20161 Nov 2016

    Conference

    ConferenceConcrete for Nuclear Structures - Nordic Concrete Research Seminar, NUCCON 2016
    Abbreviated titleNUCCON 2016
    CountryFinland
    CityEspoo
    Period31/10/161/11/16

    Keywords

    • corrosion
    • cracking
    • service life
    • deterioration
    • modelling
    • concrete cover
    • carbonation
    • chloride ingress
    • serviceability limit state
    • reinforced concrete

    Cite this

    Ferreira, M., Bohner, E., & Saarela, O. (2016). Stochastic limit state design extension to include corrosion induced cracking. 142-152. Paper presented at Concrete for Nuclear Structures - Nordic Concrete Research Seminar, NUCCON 2016, Espoo, Finland.
    Ferreira, Miguel ; Bohner, Edgar ; Saarela, Olli. / Stochastic limit state design extension to include corrosion induced cracking. Paper presented at Concrete for Nuclear Structures - Nordic Concrete Research Seminar, NUCCON 2016, Espoo, Finland.
    @conference{c93c7800fb2f47c7a785c290b6d7b9ac,
    title = "Stochastic limit state design extension to include corrosion induced cracking",
    keywords = "corrosion, cracking, service life, deterioration, modelling, concrete cover, carbonation, chloride ingress, serviceability limit state, reinforced concrete",
    author = "Miguel Ferreira and Edgar Bohner and Olli Saarela",
    year = "2016",
    language = "English",
    pages = "142--152",
    note = "Concrete for Nuclear Structures - Nordic Concrete Research Seminar, NUCCON 2016, NUCCON 2016 ; Conference date: 31-10-2016 Through 01-11-2016",

    }

    Ferreira, M, Bohner, E & Saarela, O 2016, 'Stochastic limit state design extension to include corrosion induced cracking', Paper presented at Concrete for Nuclear Structures - Nordic Concrete Research Seminar, NUCCON 2016, Espoo, Finland, 31/10/16 - 1/11/16 pp. 142-152.

    Stochastic limit state design extension to include corrosion induced cracking. / Ferreira, Miguel; Bohner, Edgar; Saarela, Olli.

    2016. 142-152 Paper presented at Concrete for Nuclear Structures - Nordic Concrete Research Seminar, NUCCON 2016, Espoo, Finland.

    Research output: Contribution to conferenceConference articleScientific

    TY - CONF

    T1 - Stochastic limit state design extension to include corrosion induced cracking

    AU - Ferreira, Miguel

    AU - Bohner, Edgar

    AU - Saarela, Olli

    PY - 2016

    Y1 - 2016

    KW - corrosion

    KW - cracking

    KW - service life

    KW - deterioration

    KW - modelling

    KW - concrete cover

    KW - carbonation

    KW - chloride ingress

    KW - serviceability limit state

    KW - reinforced concrete

    M3 - Conference article

    SP - 142

    EP - 152

    ER -

    Ferreira M, Bohner E, Saarela O. Stochastic limit state design extension to include corrosion induced cracking. 2016. Paper presented at Concrete for Nuclear Structures - Nordic Concrete Research Seminar, NUCCON 2016, Espoo, Finland.