Izvorni znanstveni članak

https://doi.org/10.17559/TV-20210530224832

Optimisation of Aluminium Halls in the Republic of Croatia - Numerical Study

Davor Skejić orcid.org/0000-0002-1755-9738 ; University of Zagreb, Faculty of Civil Engineering, Fra Andrije Kačića-Miošića 26, HR-10000 Zagreb, Croatia
Anđelo Valčić orcid.org/0000-0001-7039-1885 ; University of Zagreb, Faculty of Civil Engineering, Fra Andrije Kačića-Miošića 26, HR-10000 Zagreb, Croatia
Ivan Čudina ; University of Zagreb, Faculty of Civil Engineering, Fra Andrije Kačića-Miošića 26, HR-10000 Zagreb, Croatia

Sažetak

In this paper, numerical optimisation of aluminium prefabricated halls is made considering different wind and snow load zones in the Republic of Croatia. The main structural system is a portal frame with a tension-tie element. Standard frame spans of 10 to 20 meters and heights of 3 to 6 meters were analysed. Beams and columns were made of EN AW-6005 A aluminium alloy using extruded rectangular profiles 230 × 90 × 3 mm with slots. In the joint zones, aluminium profiles were connected using 180 x 80 mm tubular steel knee inserts with thicknesses varying from 3 to 6 mm made of structural steel S 235 or S 355. Parametric analyses were performed to find the optimal geometry of steel inserts in terms of uniform utilisation of aluminium and steel cross-sections for all considered frame geometries and load zones. Also, the material consumption is discussed. Based on the performed analyses, the preliminary geometry of the frame with their maximum allowable distances is proposed. These results can be used for cost estimations of the optimal disposition of aluminium halls in the Republic of Croatia.

Ključne riječi

optimisation methodology; parametric analysis; prefabricated aluminium hall; steel knee joint insert; tension-tie element

Hrčak ID:

281655

URI

https://hrcak.srce.hr/281655

Datum izdavanja:

15.10.2022.

Posjeta: 1.153 *