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A testing method for studying the serviceability behavior of reinforced UHPFRC tensile ties

Abstract:

Structural control under the serviceability limit state is a requirement of design codes to ensure the durability of structural elements. As it is possible to consider fibers to be reinforcement in concrete, UHPFRC can be used to guarantee properly distributing cracks and limiting crack width in the serviceability limit state. This research presents an experimental testing method for direct tensile tests on UHPFRC specimens. The results obtained from the proposed method, such as the specimen's average tensile stress-strain curve, tensile stress in concrete, number and width of cracks, can be used to consider the behavior and design requirements of UHPFRC under serviceability conditions.

Año de publicación:

2019

Keywords:

    Fuente:

    scopusscopus
    googlegoogle

    Tipo de documento:

    Conference Object

    Estado:

    Acceso abierto

    Áreas de conocimiento:

    • Ingeniería civil

    Áreas temáticas:

    • Ingeniería civil
    • Ingeniería y operaciones afines

    Contribuidores:

    Serna P.Serna P.
    Navarro-Gregori J.Navarro-Gregori J.
    Majid KhoramiMajid Khorami
    Navarro-Laguarda M.A.Navarro-Laguarda M.A.