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Abstract
This paper is concerned with the numerical bending capacity study of the innovative cold-formed GEB sections. Both linear buckling analysis and non-linear static analysis incorporating geometric and material nonlinearity were carried out employing a shell structural model. The magnitudes of buckling load and limit load with respect to GEB section depth and thickness were obtained. The opened cold-formed section was tested assuming two structural positions. The influence of battens on structural load-bearing capacity was investigated in the work.
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- Category:
- Conference activity
- Type:
- materiały konferencyjne indeksowane w Web of Science
- Language:
- English
- Publication year:
- 2018
- Bibliographic description:
- Łukowicz A., Krajewski M., Kowalski D..: Innovative Cold-formed GEB Section under Bending, W: , 2018, ,.
- DOI:
- Digital Object Identifier (open in new tab) 10.1088/1757-899x/471/5/052045
- Verified by:
- Gdańsk University of Technology
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