Original title: The fatigue and serviceability limit states of the webs of steel girders subjected to repeated loading
Authors: Škaloud, Miroslav ; Zörnerová, Marie
Document type: Papers
Conference/Event: Stabilita konstrukcí - závažný faktor inženýrského stavitelství, Praha (CZ), 2010-10-26
Year: 2010
Language: eng
Abstract: 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.
Keywords: buckling; fatigue; S-N curves
Project no.: CEZ:AV0Z20710524 (CEP), GA103/08/0275 (CEP), GA103/08/1677 (CEP), GA103/09/0091 (CEP)
Funding provider: GA ČR, GA ČR, GA ČR
Host item entry: Stabilita konstrukcí - závažný faktor inženýrského stavitelství, ISBN 978-80-01-04632-6

Institution: Institute of Theoretical and Applied Mechanics AS ČR (web)
Document availability information: Fulltext is available at the institute of the Academy of Sciences.
Original record: http://hdl.handle.net/11104/0189993

Permalink: http://www.nusl.cz/ntk/nusl-41861


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Research > Institutes ASCR > Institute of Theoretical and Applied Mechanics
Conference materials > Papers
 Record created 2011-07-01, last modified 2024-01-26


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