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The fatigue and serviceability limit states of the webs of steel girders subjected to repeated loading
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SYSNO ASEP 0348974 Document Type C - Proceedings Paper (int. conf.) R&D Document Type Conference Paper Title The fatigue and serviceability limit states of the webs of steel girders subjected to repeated loading Author(s) Škaloud, Miroslav (UTAM-F) RID, SAI
Zörnerová, Marie (UTAM-F) RID, SAINumber of authors 2 Source Title Proceedings of SDSS´Rio 2010, International Colloquium Stability and Ductility of Steel Structures. - Rio de Janeiro : Federal University of Rio de Janeiro, 2010 / Batista E. ; Vellasco P. ; de Lima L. - ISBN 978-85-285-0137-7 Pages s. 771-778 Number of pages 8 s. Action Stability and Ductility of Steel Structures Event date 08.09.2010-10.09.2010 VEvent location Rio de Janeiro Country BR - Brazil Event type WRD Language eng - English Country BR - Brazil Keywords thin-walled construction ; breathing ; S-N curves Subject RIV JM - Building Engineering R&D Projects GA103/09/0091 GA ČR - Czech Science Foundation (CSF) CEZ AV0Z20710524 - UTAM-F (2005-2011) EID SCOPUS 84890308024 Annotation 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. Workplace Institute of Theoretical and Applied Mechanics Contact Kulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285 Year of Publishing 2011
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