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Comparison of buckling resistance of columns modelled by beam and shell elements using non-linear analysis
Abstract
The aim of the paper is to investigate the stability process in the axially compressed columns modelled by beam and shell elements using static and dynamic finite element analysis by taking both the geometric and material non-linearity into account. The perfect columns and columns with geometric imperfections were analysed. The differences between the results of static and dynamic analyses in shell and beam models were discussed.
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- Category:
- Conference activity
- Type:
- publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
- Title of issue:
- 39th Solid Mechanics Conference : Book of Abstracts strony 251 - 252
- Language:
- English
- Publication year:
- 2014
- Bibliographic description:
- Żmuda-Trzebiatowski Ł.: Comparison of buckling resistance of columns modelled by beam and shell elements using non-linear analysis// 39th Solid Mechanics Conference : Book of Abstracts/ Warszawa: Institute of Fundamental Technological Research PAN, 2014, s.251-252
- Verified by:
- Gdańsk University of Technology
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