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    Mechanical behaviour of strain hardening cement-based composites under impact loading

    New search for: Mechtcherine, Viktor
    New search for: Millon, Oliver
    New search for: Butler, Marko
    New search for: Thoma, Klaus

    Abstract This paper describes the material behaviour of a strain hardening cement-based composite (SHCC) at high strain rates. The results of highly dynamic spall experiments using a Hopkinson bar at strain rates 140–180s−1 are arrayed against the results of quasi-static uniaxial tensile tests at strain rates of 0.001s−1. This comparison is based on the values of tensile strength, Young’s modulus, and fracture energy of the specimens. In addition, the experimental results of SHCC are related to the characteristic values of other concrete types. Differences in material behaviour are explained by the phenomena of crack formation and fibre pullout resistance.

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    Mechanical behaviour of strain hardening cement-based composites under impact loading

    New search for: Mechtcherine, Viktor
    New search for: Millon, Oliver
    New search for: Butler, Marko
    New search for: Thoma, Klaus

    Abstract This paper describes the material behaviour of a strain hardening cement-based composite (SHCC) at high strain rates. The results of highly dynamic spall experiments using a Hopkinson bar at strain rates 140–180s−1 are arrayed against the results of quasi-static uniaxial tensile tests at strain rates of 0.001s−1. This comparison is based on the values of tensile strength, Young’s modulus, and fracture energy of the specimens. In addition, the experimental results of SHCC are related to the characteristic values of other concrete types. Differences in material behaviour are explained by the phenomena of crack formation and fibre pullout resistance.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Mechanical behaviour of strain hardening cement-based composites under impact loading

    New search for: Mechtcherine, Viktor
    New search for: Millon, Oliver
    New search for: Butler, Marko
    New search for: Thoma, Klaus

    Abstract This paper describes the material behaviour of a strain hardening cement-based composite (SHCC) at high strain rates. The results of highly dynamic spall experiments using a Hopkinson bar at strain rates 140–180s−1 are arrayed against the results of quasi-static uniaxial tensile tests at strain rates of 0.001s−1. This comparison is based on the values of tensile strength, Young’s modulus, and fracture energy of the specimens. In addition, the experimental results of SHCC are related to the characteristic values of other concrete types. Differences in material behaviour are explained by the phenomena of crack formation and fibre pullout resistance.

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    Title:

    Mechanical behaviour of strain hardening cement-based composites under impact loading

    Contributors:

    Mechtcherine, Viktor (author) / Millon, Oliver (author) / Butler, Marko (author) / Thoma, Klaus (author)

    Published in:

    Cement and Concrete Composites ; 33 ; 1-11

    Publication date:

    2010-09-24

    Size:

    11 pages

    ISSN:

    0958-9465

    DOI:

    https://doi.org/10.1016/j.cemconcomp.2010.09.018

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    SHCC , Uniaxial tension , Impact

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