Durability of cracked fibre reinforced concrete structures

Ernst Jan De Place Hansen, Laila Nielsen

    Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

    Abstract

    Durability studies are carried out by subjecting FRC-beams to combined mechanical and environmental load. Mechanical load is obtained by exposing beams to il-point bending until a predefined crack width is reached, using a newly developed test setup. As environmental load, exposure to water (capillary water uptake) is used, involving an in-situ method and a laboratory method. Three different concrete qualities as well as steel fibres (ZP) and polypropylene fibres (PP) are used.

    Results of the durability tests on cracked FRC-beams are compared to results for uncracked FRC-beams and beams without fibres and the influence of fibres and cracks on the water uptake is discussed.
    Original languageEnglish
    Title of host publicationAdvanced design of concrete structures
    Place of PublicationBarcelona
    PublisherInt. Center for Numerical Methods in Engineering (CIMNE)
    Publication date1997
    Pages145-152
    ISBN (Print)84-87867-94-4
    Publication statusPublished - 1997
    EventAdvanced Design of Concrete Structures - Göteborg, Sweden
    Duration: 12 Jun 199714 Jun 1997

    Conference

    ConferenceAdvanced Design of Concrete Structures
    CountrySweden
    CityGöteborg
    Period12/06/199714/06/1997
    SeriesTHEORY AND ENGINEERING APPLICATIONS OF COMPUTATIONAL METHODS: A SERIES OF HANDBOOKS

    Cite this

    Hansen, E. J. D. P., & Nielsen, L. (1997). Durability of cracked fibre reinforced concrete structures. In Advanced design of concrete structures (pp. 145-152). Barcelona: Int. Center for Numerical Methods in Engineering (CIMNE). THEORY AND ENGINEERING APPLICATIONS OF COMPUTATIONAL METHODS: A SERIES OF HANDBOOKS
    Hansen, Ernst Jan De Place ; Nielsen, Laila. / Durability of cracked fibre reinforced concrete structures. Advanced design of concrete structures. Barcelona : Int. Center for Numerical Methods in Engineering (CIMNE), 1997. pp. 145-152 (THEORY AND ENGINEERING APPLICATIONS OF COMPUTATIONAL METHODS: A SERIES OF HANDBOOKS).
    @inproceedings{66e237e8728f41b49ca5af41ee793c15,
    title = "Durability of cracked fibre reinforced concrete structures",
    abstract = "Durability studies are carried out by subjecting FRC-beams to combined mechanical and environmental load. Mechanical load is obtained by exposing beams to il-point bending until a predefined crack width is reached, using a newly developed test setup. As environmental load, exposure to water (capillary water uptake) is used, involving an in-situ method and a laboratory method. Three different concrete qualities as well as steel fibres (ZP) and polypropylene fibres (PP) are used.Results of the durability tests on cracked FRC-beams are compared to results for uncracked FRC-beams and beams without fibres and the influence of fibres and cracks on the water uptake is discussed.",
    author = "Hansen, {Ernst Jan De Place} and Laila Nielsen",
    year = "1997",
    language = "English",
    isbn = "84-87867-94-4",
    series = "THEORY AND ENGINEERING APPLICATIONS OF COMPUTATIONAL METHODS: A SERIES OF HANDBOOKS",
    pages = "145--152",
    booktitle = "Advanced design of concrete structures",
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    Hansen, EJDP & Nielsen, L 1997, Durability of cracked fibre reinforced concrete structures. in Advanced design of concrete structures. Int. Center for Numerical Methods in Engineering (CIMNE), Barcelona, THEORY AND ENGINEERING APPLICATIONS OF COMPUTATIONAL METHODS: A SERIES OF HANDBOOKS, pp. 145-152, Advanced Design of Concrete Structures, Göteborg, Sweden, 12/06/1997.

    Durability of cracked fibre reinforced concrete structures. / Hansen, Ernst Jan De Place; Nielsen, Laila.

    Advanced design of concrete structures. Barcelona : Int. Center for Numerical Methods in Engineering (CIMNE), 1997. p. 145-152 (THEORY AND ENGINEERING APPLICATIONS OF COMPUTATIONAL METHODS: A SERIES OF HANDBOOKS).

    Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

    TY - GEN

    T1 - Durability of cracked fibre reinforced concrete structures

    AU - Hansen, Ernst Jan De Place

    AU - Nielsen, Laila

    PY - 1997

    Y1 - 1997

    N2 - Durability studies are carried out by subjecting FRC-beams to combined mechanical and environmental load. Mechanical load is obtained by exposing beams to il-point bending until a predefined crack width is reached, using a newly developed test setup. As environmental load, exposure to water (capillary water uptake) is used, involving an in-situ method and a laboratory method. Three different concrete qualities as well as steel fibres (ZP) and polypropylene fibres (PP) are used.Results of the durability tests on cracked FRC-beams are compared to results for uncracked FRC-beams and beams without fibres and the influence of fibres and cracks on the water uptake is discussed.

    AB - Durability studies are carried out by subjecting FRC-beams to combined mechanical and environmental load. Mechanical load is obtained by exposing beams to il-point bending until a predefined crack width is reached, using a newly developed test setup. As environmental load, exposure to water (capillary water uptake) is used, involving an in-situ method and a laboratory method. Three different concrete qualities as well as steel fibres (ZP) and polypropylene fibres (PP) are used.Results of the durability tests on cracked FRC-beams are compared to results for uncracked FRC-beams and beams without fibres and the influence of fibres and cracks on the water uptake is discussed.

    M3 - Article in proceedings

    SN - 84-87867-94-4

    T3 - THEORY AND ENGINEERING APPLICATIONS OF COMPUTATIONAL METHODS: A SERIES OF HANDBOOKS

    SP - 145

    EP - 152

    BT - Advanced design of concrete structures

    PB - Int. Center for Numerical Methods in Engineering (CIMNE)

    CY - Barcelona

    ER -

    Hansen EJDP, Nielsen L. Durability of cracked fibre reinforced concrete structures. In Advanced design of concrete structures. Barcelona: Int. Center for Numerical Methods in Engineering (CIMNE). 1997. p. 145-152. (THEORY AND ENGINEERING APPLICATIONS OF COMPUTATIONAL METHODS: A SERIES OF HANDBOOKS).