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Abstract
Effects of initial geometrical imperfections on critical buckling loads of thin-walled I columns are investigated. Torsional and flexural buckling are taken into account. The column behaviour is described in accord to the theory of thin-walled beams with nondeformable cross-section. Some numerical examples and conclusions related to effects of imperfections on properties of the critical loads are presented.
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- Category:
- Monographic publication
- Type:
- rozdział, artykuł w książce - dziele zbiorowym /podręczniku w języku o zasięgu międzynarodowym
- Title of issue:
- W : Review and Current Trends in Stability of Structures strony 179 - 196
- Language:
- English
- Publication year:
- 2013
- Bibliographic description:
- Szymczak C., Kujawa M.: Effect of initial imperfection on buckling of thin-walled I columns// W : Review and Current Trends in Stability of Structures/ ed. K. Kowal-Michalska, R.J. Mania Łódź: Łódź University of Technology, 2013, s.179-196
- Verified by:
- Gdańsk University of Technology
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