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Large-deflection-theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder
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SYSNO ASEP 0332879 Document Type C - Proceedings Paper (int. conf.) R&D Document Type Conference Paper Title Large-deflection-theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder Author(s) Kala, J. (CZ)
Kala, Z. (CZ)
Melcher, J. (CZ)
Škaloud, Miroslav (UTAM-F) RID, SAINumber of authors 4 Source Title Proc. of the twefth international conference on civil, structural and enviromental engineering computing. - Kippen : Civil-Comp Press, 2009 / Topping B.H.V. ; Neves L.F.C. ; Barros R.C. - ISSN 1759-3433 - ISBN 978-1-905088-30-0 Pages s. 250-253 Number of pages 4 s. Publication form CD-ROM - CD-ROM Action Conf. on civil, structural and environmental engineering computing /12./ Event date 01.09.2009-04.09.2009 VEvent location Funchal, Madeira Country PT - Portugal Event type WRD Language eng - English Country GB - United Kingdom Keywords thin-wall ; imperfections ; ANSYS Subject RIV JM - Building Engineering CEZ AV0Z20710524 - UTAM-F (2005-2011) EID SCOPUS 84858406562 Annotation Given the current very stringent competition between steel and concrete, ways are being investigated with the view to make steel more competitive. One of them is to strive to reduce the cost of the fabrication of steel structure. Within the framework of so doing, we should do our best in order to make the fabrication tolerances for the plate elements of steel structures less severe. Bearing this in mind, an extensive analysis of the effect of initial imperfections of the web of steel girders on their ultimate limit state is studied. Workplace Institute of Theoretical and Applied Mechanics Contact Kulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285 Year of Publishing 2010
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