Abstract
Cold-formed steel sections extensively affect the modern steel construction industry. Not only are they used as secondary elements like purlins or sheeting, but also they can serve as primary load-bearing members in fabricated steel panels and trusses. A new cross-section called shortly a GEB may serve as that member. However, its existence of the metal building structures industry depends on the exact, optimal dimensional parameters which are associated with its production possibility and ultimate and serviceably limit states criteria. According to the European Standard EN 1993-1-3 every new section shape should be tested to assign the cross sectional deformation behavior and capacity. That is why this innovative profile inter alia was tested for axial compression. The paper reports the results of experimental test and also computational analysis in RFEM software e.g. deformation modes and maximum axial load. Simultaneously, values of cross-section capacity were assigned based on Standards.
Citations
-
0
CrossRef
-
0
Web of Science
-
1
Scopus
Authors (5)
Cite as
Full text
full text is not available in portal
Keywords
Details
- Category:
- Conference activity
- Type:
- materiały konferencyjne indeksowane w Web of Science
- Title of issue:
- 13th International Conference on Metal Structures (ICMS) strony 107 - 114
- Language:
- English
- Publication year:
- 2016
- Bibliographic description:
- Deniziak P., Gordziej-Zagórowska M., Łukowicz A., Szczepański M., Migda W..: Innovative cold-formed GEB section under compression, W: 13th International Conference on Metal Structures (ICMS), 2016, CRC press Taylor and Francis Group, A Balkema Book,.
- DOI:
- Digital Object Identifier (open in new tab) 10.1201/b21417-14
- Verified by:
- Gdańsk University of Technology
seen 144 times