Original title: Ultimate load behaviour of longitudinally stiffened steel webs subject to partial edge loading
Authors: Kutmanová, I. ; Škaloud, Miroslav ; Januš, K. ; Löwitová, O.
Document type: Papers
Conference/Event: IUTAM Symposium. Contact loading and local effects in thin-walled plated and shell structures, Praha (CZ), 19900904
Year: 1992
Language: eng
Abstract: The objective of the contribution is to describe the main results and conclusions of a several years' experimental investigation into the ultimate limit state of steel plate girders whose thin webs were loaded by a partial edge load. Altogether 184 experimental girders were tested, with the following geometrical characteristics of the test girders being varied from girder to girder: (i) the depth-to-thickness ratio of the webs, (ii) the flange size, (iii) the position of\nthe longitudinal rib, (iv) its dimensions and (v) the length of load. Special care was given to a study of (a) the\nstiffeners location and size and (b) the dimensions of the loaded flange upon the progression of plastification, the failure mechanisms and ultimate strengths of the girders tested.
Keywords: failure; steel plate girders
Host item entry: Contact loading and local effects in thin-walled plated and shell structures. Proceedings of the IUTAM Symposium, ISBN 80-200-0411-4

Institution: Institute of Theoretical and Applied Mechanics AS ČR (web)
Document availability information: Fulltext is available on demand via the digital repository of the Academy of Sciences.
Original record: https://hdl.handle.net/11104/0342533

Permalink: http://www.nusl.cz/ntk/nusl-524696


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