Search
Abstract
Due to the technological reasons in modern lightweight steel trusses, fabricated from cold- formed sections, positive eccentricities appear in the truss nodes what induce additional forces in the truss chords. To account for the real load-carrying capacity of truss node area the steel structure research in scale 1:1 were conducted. The experiments consisted of two parts: preliminary and proper one, when conclusions from the first part were applied. Carrying out preliminary studies helped toidentify of the research station drawbacks and eliminate most of them, what ensure the appropriate research results. The initial numerical analysis were also conducted what was presented in the paper.
Citations
-
3
CrossRef
-
0
Web of Science
-
0
Scopus
Authors (4)
Cite as
Full text
- Publication version
- Accepted or Published Version
- License
-
open in new tab
Keywords
Details
- Category:
- Articles
- Type:
- artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
- Published in:
-
Civil and Environmental Engineering Reports
no. 25,
pages 107 - 123,
ISSN: 2080-5187 - Language:
- English
- Publication year:
- 2017
- Bibliographic description:
- Gordziej-Zagórowska M., Urbańska-Galewska E., Deniziak P., Pyrzowski Ł.: TRUSS JOINT WITH POSITIVE ECCENTRICITY EXPERIMENTAL RESEARCH// Civil and Environmental Engineering Reports. -Vol. 25., nr. 2 (2017), s.107-123
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/ceer-2017-0023
- Bibliography: test
-
show (8) hide
- Garstecki, A., Kąkol, W., Rzeszut, K.: Global and local stability analysis of thin-walled beams, in: Metal Structures: Design, Fabrication, Economy, edit. K. Jarmai, J.Farkas, Miscolc, Hungary, Millpress (2003), 61-66.
- Gordziej-Zagórowska, M., Urbańska-Galewska, E., Jankowski R.: Modelling of truss with cold-formed section and positive eccentricity in the node, Structure and Environment, 4 (2014): 24-34. open in new tab
- Gordziej-Zagórowska, M., Urbańska-Galewska, E., Pyrzowski Ł., Deniziak P., A. Łukowicz: Preliminary experimental research on stability of truss' joint with positive eccentricity, in: Recent Progress in Steel and Composite Structures: Proceedings of the XIII International Conference on Metal Structures (ICMS 2016), edit. M. Giżejowski et.al., Zielona Góra, Taylor & Francis Group, Balkema Book (2016), 425-432. open in new tab
- Marc 2013.1, Volume B: Element Library, MSC Software, program instruction, (2013).
- Mądry, D.: Niestateczność miejscowa trapezowego przekroju zginanego z uwzględnieniem sprężystego utwierdzenia ścianek, Inżynieria i Budownictwo, 1 (2006): 55-58.
- EN 1993-1-1. 2005. Eurocode 3: Design of steel structures -Part 1-1: General rules and rules for buildings. open in new tab
- EN 1993-1-8. 2005. Eurocode 3: Design of steel structures -Part 1-8: Design of joints. open in new tab
- Rzeszut, K., Garstecki, A.: Zagadnienia niestateczności prętów z kształ- towników giętych, Inżynieria i Budownictwo, 3 (2006) 166-169. open in new tab
- Verified by:
- Gdańsk University of Technology
seen 120 times