Tsavdaridis, KD and D Mello, C (2011) Finite element investigation on web-post buckling of perforated steel beams with various web opening shapes subjected under different shear-moment interaction. In: 6th European Conference on Steel and Composite Structures. 6th European Conference on Steel and Composite Structures, 31 Aug - 02 Sep 2011, Budapest University of Technology and Economics, Hungary. EUROSTEEL 2011 , 1851 - 1856.
Abstract
The current method of assessment is based on FE models which still lack computational efficiency and are restricted by a number of limitations. Therefore, this work aims at the feasibility of developing FE models which are applicable to deformation and strength prediction of full scale perforated steel beams. The main area of interest is the stability of the web-post under the combined effect of shear and compression, especially at the edge of the web openings, where the stabilizing effect of tension field action is less than that at the centre of the web-post.
Metadata
Item Type: | Proceedings Paper |
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Authors/Creators: |
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Dates: |
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Institution: | The University of Leeds |
Academic Units: | The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds) > Institute for Resilient Infrastructure (Leeds) |
Depositing User: | Symplectic Publications |
Date Deposited: | 13 Nov 2014 12:30 |
Last Modified: | 19 Dec 2022 13:28 |
Published Version: | https://www.me.bme.hu/en/conference/eurosteel-2011... |
Status: | Published |
Publisher: | EUROSTEEL 2011 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:80993 |