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The miracle of post-buckled behaviour in thin-walled steelconstruction and its partial "erosion" due to repeated loading

SYSNO ASEP	0339568
Document Type	C - Proceedings Paper (int. conf.)
R&D Document Type	Conference Paper
Title	The miracle of post-buckled behaviour in thin-walled steelconstruction and its partial "erosion" due to repeated loading
Author(s)	Škaloud, Miroslav (UTAM-F)_{RID, SAI} Zörnerová, Marie (UTAM-F)_{RID, SAI}
Number of authors	2
Source Title	Advances in steel structures, II. - Hong kong : The Hong Kong Institute of Steel Construction, 2009 / Chan S.L. - ISBN 978-988-99140-6-6
Pages	s. 987-994
Number of pages	8 s.
Action	Sixth international conference on advances in steel structures
Event date	16.12.2009-18.12.2009
VEvent location	Hong Kong
Country	CN - China
Event type	WRD
Language	eng - English
Country	CN - China
Keywords	thin-walled construction ; fatigue ; 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)
Annotation	The promising trend of thin-walled construction can be materialised just thanks to the beneficial effect of post-buckled behaviour. However, 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 is affected by the cumulative damage process generated by the many times repeated character of loading, and how this phenomenon influences the design of structures.
Workplace	Institute of Theoretical and Applied Mechanics
Contact	Kulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
Year of Publishing	2010

Number of the records: 1