Urbańska-Galewska, Elżbieta and Deniziak, Patryk
(2014)
The influence of applying supplementary web plates on structural joint moment resistance and rotational stifness (Wpływ zastosowania nakładek wzmacniających środnik na nośność i sztywność doczołowego węzła śrubowego).
Structure & Environment, 6 (2).
pp. 11-17.
ISSN 2081-1500
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Tekst
Urbanska-Galewska_The-influence_SaE_2_2014.pdf Download (634kB) | Preview |
Streszczenie
Continual trend to simplify structural elements and find less time-consuming solutions on construction site as well as inevitable increase in labour costs determine for instance elimination of those technological steps that are difficult to automation. Welding additional reinforcements and web stiffeners are great examples of such a step. The method presented in EN 1993-1-8 [8] is a result of long-term studies focused on calculating the moment resistance and stiffness of joints without transverse web stiffeners. Design calculations shown in this paper are based on resistance and stiffness growth analysis applying supplementary web plates. Authors consider validity of this solution due to construction effort and building durability remembering about minimization of the costs.
| Typ dokumentu: | Artykuł |
|---|---|
| Słowa kluczowe: | steel structures, bolted joints, supplementary web plates, T-stubs with 4 bolts, konstrukcje stalowe, połączenia śrubowe, nakładki wzmacniające środnik |
| Tematyka: | T Technology > T Technology (General) T Technology > TA Engineering (General). Civil engineering (General) T Technology > TH Building construction |
| Dodano przez: | Agnieszka T T |
| Date Deposited: | 01 Oct 2020 09:52 |
| Last Modified: | 01 Oct 2020 09:52 |
| URI: | http://bc.tu.kielce.pl/id/eprint/387 |
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