Analysis of material non-linearity of steel girders subjected to patch loading
| Autor: | Dragana Turnić, Nenad Marković, Tomislav Igić, Vlastimir Nikolić, Marija Spasojević-Šurdilović |
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| Jazyk: | angličtina |
| Rok vydání: | 2017 |
| Předmět: | |
| Zdroj: | Tehnički Vjesnik, Vol 24, Iss 6, Pp 1991-1998 (2017) |
| Druh dokumentu: | article |
| ISSN: | 1330-3651 1848-6339 |
| DOI: | 10.17559/TV-20160524114854 |
| Popis: | The paper presents an analysis of behaviour of plate girders (welded steel I girders) under patch loading. Concentrated or uniformly distributed loading on a short length of the flange, and in the plane of web is known as patch loading. Behaviour of the girder in non-linear area, as well as the ultimate load capacity, which is manifested by buckling in the loaded zone were analysed. Girder modelling was performed in ANSYS Workbench 15 software [1]. In accordance with the standing regulations EN 1993-1-5 [2] and BSK 07 [3], in the course of the numerical analysis, six different material models were employed. The obtained results were compared to the experimentally obtained results. |
| Databáze: | Directory of Open Access Journals |
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