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This work describes why trending thin-walled technology is achieving popularity in steel construction sector. A purpose of this article is to present the influence of the cold-formed element cross-section shape on an axial compression and a bending moment resistance. The authors have considered four different shapes assuming constant section area and thickness. Calculations were based on three different steel grades taking into account local, distortional and overall buckling. The results are presented in a tabular and a graphical way and clearly confirm that cross-section forming distinctly impact the cold-formed member resistance. The authors choose these cross-sections that work better in compression state and the other (those slender and high) that function more efficiently are subjected to bending.
Słowa kluczowe
Wydawca
Rocznik
Tom
Strony
41--45
Opis fizyczny
Bibliogr. 8 poz., fig., tab.
Twórcy
autor
- Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Narutowicza St. 11/12, 80-233 Gdańsk, Poland
autor
- Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Narutowicza St. 11/12, 80-233 Gdańsk, Poland
autor
- Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Narutowicza St. 11/12, 80-233 Gdańsk, Poland
autor
- Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Narutowicza St. 11/12, 80-233 Gdańsk, Poland
Bibliografia
- 1. Zaharia R., Dubina D. Stiffness of joints in bolted connected cold-formed steel trusses. Journal of Constructional Steel Research, 62, 2006, 240–249.
- 2. EN-1993-1-3 Design of steel structures – Supplementary rules for cold-formed members and sheeting.
- 3. Brune B., Peköz T. Design of cold-formed steel members – comparison of EN 1993-1-3 and Direct Strength Method. Steel Constr. 6, 2, 2013, 82–94.
- 4. Camotim D., Basaglia C. Buckling analysis of thin-walled steel structures using generalized beam theory (GBT): State-of-the-art report. Steel Construction 6, 2, 2013, 117–131.
- 5. Goczek J., Supeł Ł., Gajdzicki M. Przykłady obliczeń konstrukcji stalowych. Wydawnictwo Politechniki Łódźkiej, 2013.
- 6. Gordziej-Zagórowska M. The effect of load eccentricities of K-joints in steel trusses. Zeszyty Naukowe Politechniki Gdańskiej. Inżynieria Lądowa i Wodna, 625, 2012, 23–32.
- 7. Łukowicz A., Urbańska-Galewska E. Deformation of innovative cold-formed „GEB” section. Eurosteel, 2014.
- 8. Rautaruukki Corporation Catalogue. Zimnowalcowane blachy stalowe w arkuszach i kręgach. Stale przeznaczone do przeróbki plastycznej, 2006, 1–4.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a6b9ee61-0b4c-4d26-be9a-95f84e6783b0