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Abstract
The paper is focused on stability analysis of different models of steel cold-formed C-section column. The analysed element may be applied as a primary load-bearing member in steel trusses or silo columns. The column can be used as a support for a wall of roof plates made of corrugated sheets. The wall sheeting that restrains the column against buckling may be considered as an elastic foundation. Due to the design solutions the foundation may be modelled as a series of lateral translational or rotational elastic supports. Such model is used for example in silo column analysis. In the paper linear bifurcation analysis (LBA) of axially compressed columns with different type of elastic foundation is carried by means of ABAQUS software. The analysed thin-walled column (C 250×100×33×4) is regarded as a load-bearing element in a steel hall. The column was modelled by shell elements, the foundation modelled by means of elastic supports. The column length was 5000 mm. The authors present a 3D image of an influence of lateral translational and rotational elastic supports on the buckling resistance of the column.
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- Category:
- Articles
- Type:
- artykuły w czasopismach
- Published in:
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MATEC Web of Conferences
no. 219,
pages 1 - 7,
ISSN: 2261-236X - Language:
- English
- Publication year:
- 2018
- Bibliographic description:
- Deniziak P., Iwicki P.: The buckling analysis of a cold-formed steel C-sectional column resting on an elastic foundation// MATEC Web of Conferences -Vol. 219, (2018), s.1-7
- DOI:
- Digital Object Identifier (open in new tab) 10.1051/matecconf/201821902009
- Bibliography: test
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show (10) hide
- ABAQUS, Theory Manual, Version 6.8, Hibbit, Karlsson & Sorensen Inc (2008)
- C. Basaglia, D. Camotim, R. Gonçalves, A. Graçab, GBT-based assessment of the buckling behaviour of cold-formed steel purlins restrained by sheeting, Thin-Walled Structures, 72 (2013) open in new tab
- EN 1993-1-3, Eurocode 3: Design of steel structures -Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting open in new tab
- EN 1993-4-1, Eurocode 3: Design of steel structures. Part 4-1: Silos. open in new tab
- P. Hajko, J. Tejchman, M. Wójcik, Investigations of local/global buckling of cylindrical metal silos with corrugated sheets and open-sectional column profiles, Thin-Walled Structures 123 (2018) open in new tab
- Y. Lu, W. Li, T. Zhou, H. Wu, Novel local buckling formulae for cold-formed C-section columns considering end condition effect, Thin-Walled Structures 116 (2017) open in new tab
- K. Rejowski, P. Iwicki, Buckling analysis of cold formed silo column, Mechanics and Mechanical Engineering 20 (2016)
- J. Santos Franco, E. Miranda Batista, Buckling behavior and strength of thin-walled stiffened trapezoidal CFS under flexural bending, Thin-Walled Structures 117 (2017) open in new tab
- M. Wójcik, P. Iwicki, J. Tejchman, 3D buckling analysis of a cylindrical metal bin composed of corrugated sheets strengthened by vertical stiffeners, Thin-Walled Structures 49 (2011) open in new tab
- X. Zhou, Z. Liu, Z. He, General distortional buckling formulae for both fixed-ended and pinned-ended C-section columns, Thin-Walled Structures 94 (2015) open in new tab
- Verified by:
- Gdańsk University of Technology
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