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Is the beneficial post-buckled behaviour in thin-walled bridge construction eroded by the impact of many times repeated loading?

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    SYSNO ASEP0351570
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleIs the beneficial post-buckled behaviour in thin-walled bridge construction eroded by the impact of many times repeated loading?
    Author(s) Škaloud, Miroslav (UTAM-F) RID, SAI
    Zörnerová, Marie (UTAM-F) RID, SAI
    Number of authors2
    Source TitleEngineering research. - Pécs : Rotari Press, Komló, Hungary, 2010 / Ivanyi P. - ISBN 978-7298-40-0
    Pagess. 141-149
    Number of pages9 s.
    ActionInternational PHD and DLA symposium /6./
    Event date25.10.2010-26.10.2010
    VEvent locationPecs
    CountryHU - Hungary
    Event typeEUR
    Languageeng - English
    CountryHU - Hungary
    Keywordsbuckling ; breathing ; S-N curves
    Subject RIVJM - Building Engineering
    R&D ProjectsGA103/09/0091 GA ČR - Czech Science Foundation (CSF)
    CEZAV0Z20710524 - UTAM-F (2005-2011)
    AnnotationAs a great part of steel structures are subjected to many times repeated loads (bridges, crane-supporting girders and the like), it is demonstrated, by means of the results of numerous experiments carried out by the authors in Prague, how the post-critical reserve of strength, the failure mechanism and the limit states of the webs of steel girders are affected by the cumulative damage process generated by the many times repeated character of loading, and how this phenomenon influences the design of such girders.
    WorkplaceInstitute of Theoretical and Applied Mechanics
    ContactKulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
    Year of Publishing2011
Number of the records: 1  

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