Number of the records: 1  

Comparison of fatigue crack propagation behaviour in two steel grades S235, S355 and a steel from old crane way

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    SYSNO ASEP0532866
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleComparison of fatigue crack propagation behaviour in two steel grades S235, S355 and a steel from old crane way
    Author(s) Seitl, Stanislav (UFM-A) RID, ORCID
    Pokorný, Pavel (UFM-A) ORCID
    Miarka, Petr (UFM-A) ORCID
    Klusák, Jan (UFM-A) RID, ORCID
    Kala, Z. (CZ)
    Kunz, Ludvík (UFM-A) RID, ORCID
    Number of authors6
    Article number00034
    Source TitleMATEC Web of Conferences, 310. - Paris : EDP Sciences, 2020
    Number of pages6 s.
    Publication formOnline - E
    ActionInternational scientific conference structural and physical aspects of construction engineering (SPACE 2019) /4./
    Event date13.11.2019 - 15.11.2019
    VEvent locationŠtrbské pleso
    CountrySK - Slovakia
    Event typeEUR
    Languageeng - English
    CountryFR - France
    Keywordsfatigue ; crack propagation ; steel ; S235 ; S355
    Subject RIVJL - Materials Fatigue, Friction Mechanics
    OECD categoryCivil engineering
    R&D ProjectsGA17-01589S GA ČR - Czech Science Foundation (CSF)
    Institutional supportUFM-A - RVO:68081723
    UT WOS000638061500034
    DOI10.1051/matecconf/202031000034
    AnnotationUtilization of various steel grades in civil engineering allows designing bridges, bridge elements or simple structures according to their fracture mechanical properties. The service intervals of structures, which are going to be in use for a long time, cannot be calculated only on the basis of tensile and brittle fracture properties but also on the knowledge of the resistance to the fatigue crack growth. This contribution presents a comparison of the fatigue behaviour of two modern steel grades S235 J2, S355 J2 and a steel extracted from an old crane way. The comparison of these steel grades is done by fatigue crack propagation tests (the results of the experimental tests are described using concept of the stress intensity factor range ΔK). The fatigue properties are discussed and recommendations for the use of the steels are stated.
    WorkplaceInstitute of Physics of Materials
    ContactYvonna Šrámková, sramkova@ipm.cz, Tel.: 532 290 485
    Year of Publishing2024
Number of the records: 1  

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