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Stability of cylindrical steel silos composed of corrugated sheets and columns based on FE analyses versus Eurocode 3 approach
Abstract
Comprehensive static and dynamic 3D stability finite element analyses of a cylindrical steel silo composed of corrugated sheets and open thin-walled vertical stiffener profiles were carried out by taking the geometric and material non-linearity into account. The silowas subjected to axisymmetric and non-axisymmetric loads imposed by a bulk solid following Eurocode 1. Theoretical and measured initial geometric imperfections were considered in calculations. The results of nonlinear analyses were compared to those according to Eurocode 3. Modifications of the Eurocode formulae were proposed. Some recommendations for the silo engineering design were elaborated.
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- Category:
- Articles
- Type:
- artykuł w czasopiśmie wyróżnionym w JCR
- Published in:
-
ENGINEERING FAILURE ANALYSIS
no. 57,
pages 444 - 469,
ISSN: 1350-6307 - Language:
- English
- Publication year:
- 2015
- Bibliographic description:
- Iwicki P., Rejowski K., Tejchman-Konarzewski A.: Stability of cylindrical steel silos composed of corrugated sheets and columns based on FE analyses versus Eurocode 3 approach// ENGINEERING FAILURE ANALYSIS. -Vol. 57, (2015), s.444-469
- DOI:
- Digital Object Identifier (open in new tab) 10.1016/j.engfailanal.2015.08.017
- Verified by:
- Gdańsk University of Technology
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