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Assessment of fatigue resistance of concrete: S-N curves to the Paris’ law curves

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU144558" target="_blank" >RIV/00216305:26110/22:PU144558 - isvavai.cz</a>

  • Alternative codes found

    RIV/68081723:_____/22:00558428 RIV/61989100:27120/22:10250605

  • Result on the web

    <a href="https://www.sciencedirect.com/science/article/pii/S0950061822014842" target="_blank" >https://www.sciencedirect.com/science/article/pii/S0950061822014842</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.conbuildmat.2022.127811" target="_blank" >10.1016/j.conbuildmat.2022.127811</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Assessment of fatigue resistance of concrete: S-N curves to the Paris’ law curves

  • Original language description

    Fatigue behaviour of concrete materials is often investigated on un-notched specimens under the compressive or bending loads. In this experimental study, a notched three-point bending (TPB) specimen is used in high-cycle fatigue experiments to obtain the Wohler’s curve. Based on this approach, a novel, yet relatively simple transition from the traditional Wohler’s curve to the Paris’ law curve is proposed. Such a methodology allows one to obtain the Paris’ law material constants, which are used to determine the fatigue failure of the structure or a component. The constants of the experimentally determined material, measured in four different concrete mixtures, have been verified by recalculating the number of cycles until the fatigue failure Nf by the integration of the Paris’ law equation. The back-calculated number of cycles and the approximation of the S-N curve allowed for a comparison with the experimental data. Furthermore, the initial notch tip was extended in this approximation by the value of the critical distance. Such an extension allowed us to cover a wide range of the experimental data and provided a better prediction of fatigue life. The proposed method was verified on all four studied materials and showed satisfactory results.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/GA21-08772S" target="_blank" >GA21-08772S: Influence of Self-Healing effects on structural fatigue life extension of structures made from high performance concrete (InShe)</a><br>

  • Continuities

    O - Projekt operacniho programu

Others

  • Publication year

    2022

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Construction and building materials

  • ISSN

    0950-0618

  • e-ISSN

    1879-0526

  • Volume of the periodical

    341

  • Issue of the periodical within the volume

    2

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    18

  • Pages from-to

    1-18

  • UT code for WoS article

    000806356700003

  • EID of the result in the Scopus database

    2-s2.0-85131216080