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The fatigue and serviceability limit states of the webs of steel girders subjected to repeated loading

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    0349860 - ÚTAM 2011 RIV CZ eng K - Conference Paper (Czech conference)
    Škaloud, Miroslav - Zörnerová, Marie
    The fatigue and serviceability limit states of the webs of steel girders subjected to repeated loading.
    Stabilita konstrukcí - závažný faktor inženýrského stavitelství. Praha: Česká technika - nakladateství ČVUT v Praze, 2010 - (Vytlačilová, V.; Dvorský, T.), s. 49-56. ISBN 978-80-01-04632-6.
    [Stabilita konstrukcí - závažný faktor inženýrského stavitelství. Praha (CZ), 26.10.2010]
    R&D Projects: GA ČR(CZ) GA103/09/0091
    Grant - others:GA ČR(CZ) GA103/08/0275; GA ČR(CZ) GA103/08/1677
    Program: GA
    Institutional research plan: CEZ:AV0Z20710524
    Keywords : buckling * fatigue * S-N curves
    Subject RIV: JM - Building Engineering

    As 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.
    Permanent Link: http://hdl.handle.net/11104/0189993

     
     
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