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Experimental Testing of Innovative Cold-Formed "GEB" Section / Badania Eksperymentalne Innowacyjnego Kształtownika Giętego Na Zimno Typu „Geb“

Author(s): (Gdansk University of Technology, Dept. Civil Environmental Engineering, Poland)
(Gdansk University of Technology, Dept. Civil Environmental Engineering, Poland)
(Gdansk University of Technology, Dept. Civil Environmental Engineering, Poland)
Medium: journal article
Language(s): English
Published in: Civil and Environmental Engineering Reports, , n. 1, v. 16
Page(s): 129-140
DOI: 10.1515/ceer-2015-0010
Abstract:

One of the major advantages of light gauge steel structures made of cold-formed steel sections is their low weight so the production of typical single-storey steel structures of this kind of profiles is still rising. The well known profiles, e.o. Z-sections, C-sections and the so called hat-sections studied and described in the literature, are used mainly as purlins or truss components. A new profile GEB was patented for the use for primary load-bearing member in fabricated steel frames. According to the code [1] every novel cross section should be tested to assign the deformation shape and bearing capacity. The paper deals with the numerical and experimental research of bearing capacity of cold formed GEB profiles. The deformation shape and limit load was obtained from bending tests. The GEB cross section bearing capacity was also determined according to codes [1, 2].

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1515/ceer-2015-0010.
  • About this
    data sheet
  • Reference-ID
    10705360
  • Published on:
    19/02/2023
  • Last updated on:
    19/02/2023
 
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