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Abstract
Nowadays, due to the technological reasons in modern lightweight steel trusses, fabricated from cold-formed sections, positive eccentricities appear in the truss nodes, to induce additional forces truss chords. In order to account for the real load-carrying capacity of truss node area the steel structure research was conducted in scale 1:1. As a result of experimental research, the forms of deformation and strains of the walls of the chord made of the hat section in the area of the analyzed joint was determined. The experimental results from the basis for the numerical model validation was presented in the paper.
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- Category:
- Monographic publication
- Type:
- rozdział, artykuł w książce - dziele zbiorowym /podręczniku w języku o zasięgu międzynarodowym
- Title of issue:
- Shell Structures: Theory and Applications, Volume 4 : Proceedings of the 11th International Conference "Shell Structures: Theory and Applications, (SSTA 2017) strony 417 - 420
- Language:
- Polish
- Publication year:
- 2018
- Bibliographic description:
- Gordziej-Zagórowska M., Urbańska-Galewska E., Pyrzowski Ł.: The validation process of truss model with joint eccentricities// Shell Structures: Theory and Applications, vol.4/ London: Taylor & Francis Group, 2018, s.417-420
- DOI:
- Digital Object Identifier (open in new tab) 10.1201/9781315166605-95
- Verified by:
- Gdańsk University of Technology
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