Tehnički vjesnik, Vol. 29 No. 4, 2022.
Prethodno priopćenje
https://doi.org/10.17559/TV-20210618225019
Structural Steel Joints with Bolts in Threaded Holes
Marko Ptiček
; Ivicom Consulting d.o.o., DamiraTomljanovićaGavrana 11, 10000 Zagreb, Croatia
Davor Skejić
; University of Zagreb, Faculty of Civil Engineering, Department for Structures, Fra AndrijeKacica-Miosica 26, 10000 Zagreb, Croatia
Milan Veljković
; Delft University of Technology, Faculty of Civil Engineering and Geosciences, Stevinweg 1, 2600 GA Delft, The Netherlands
Gianvittorio Rizzano
; University of Salerno, Department of Civil Engineering, Via Giovanni Paolo II, 132, 84084 Fisciano, Italy
Sažetak
The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to hollow section column, for they can be installed and tightened from outside of the column. Standard high strength bolts can be directly screwed into the threaded hole tapped in the column hole wall. Bolts in threaded holes (BTH) - use threads on the bolt hole wall as an anchorage instead of nuts used in standard bolt assemblies. Provisions regarding BTH can be found in the draft version of new Eurocode 3, Part 1-8, including the definition of minimum thread engagement lengths. Parametric study of beam-to-tubular column joint with extended end-plate was conducted in order to analyse the influence of BTH and specific failure modes on overall joint resistance. Minimum thread engagement length limitations were checked for all considered combinations of parameters, and based on these results, an overview of the general applicability of bolts in threaded holes was gained.
Ključne riječi
beam-to-tubular column joint; blind bolts; bolts in threaded holes; EN 1993-1-8; parametric analysis; thread engagement length
Hrčak ID:
279499
URI
Datum izdavanja:
17.6.2022.
Posjeta: 720 *