Pregled bibliografske jedinice broj: 1141471
Behaviour of Steel Tube Knee Joint Inserts used in Aluminium Portal Frames
Behaviour of Steel Tube Knee Joint Inserts used in Aluminium Portal Frames // ce/papers, 4 (2021), 2-4; 174-181 doi:10.1002/cepa.1278 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1141471 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Behaviour of Steel Tube Knee Joint Inserts used in
Aluminium Portal Frames
Autori
Skejić, Davor ; ĆurkoviĆ, Ivan ; Garašić, Ivica ; Čudina, Ivan ; Dokšanović, Tihomir
Izvornik
Ce/papers (2509-7075) 4
(2021), 2-4;
174-181
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
prefabricated aluminium hall, steel knee joint insert, tie element, experimental behaviour, FEA numerical simulation
Sažetak
Usually, prefabricated aluminium halls use portal frame structures with a high strength steel tension tie element. Due to the high reduction of aluminium strength induced by welding, aluminium joints of prefabricated halls are almost exclusively formed using bolts in combination with steel reinforcements. The most convenient type of reinforcement is a steel tube knee joint insert. In these joints, the transmission of forces is realized partially through bolts and partially through a complex contact mechanism between aluminium members and the steel tube knee joint insert. Detailed overview of the behaviour of such joints is still unknown and simple expressions for the assessment of their behaviour are lacking. With that in mind, as a first phase of the research, laboratory tests of steel tube welded knee joints with bolted tie element were performed under the application of static loading. Numerical simulations in ANSYS were performed to enable a deeper insight into the complex interaction of different joint components. Due to the limitations of laboratory equipment and the fact that only a ‘rigid’ tie element (circular tube) was utilized in tests, numerical simulations were also applied to extend experimental results and include different, more realistic, levels of axial stiffness of the tie element. Obtained structural properties of the tested joint type are provided and discussed regarding the advancement of understanding underlying behaviour parameters and outlining further research phases.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
Fakultet strojarstva i brodogradnje, Zagreb,
Građevinski i arhitektonski fakultet Osijek
Profili:
Ivan Čudina
(autor)
Tihomir Dokšanović
(autor)
Davor Skejić
(autor)
Ivica Garašić
(autor)
Ivan Ćurković
(autor)