Izvorni znanstveni članak

https://doi.org/10.17559/TV-20140613113640

Torsional buckling of thin-walled beams in presence of bimoment induced by axial loads

Aleksandar Prokić orcid.org/0000-0003-0283-2399 ; University of Novi Sad, Faculty of Civil Engineering in Subotica, Kozaračka 2a, 24000 Subotica, Serbia
Rastislav Mandić ; University of Belgrade, Faculty of Civil Engineering, Bulevar kralja Aleksandra 73, 11000 Belgrade, Serbia
Martina Vojnić-Purčar ; University of Novi Sad, Faculty of Civil Engineering in Subotica, Kozaračka 2a, 24000 Subotica, Serbia
Radomir Folić ; University of Novi Sad, Faculty of Technical Sciences, Trg Dositeja Obradovića 6, 21000 Novi Sad, Serbia

Sažetak

In this paper the influence of the bimoment induced by external axial loads on the elastic torsional buckling of thin-walled beams with open cross-section is studied. The governing differential equations of a deformed thin-walled beam consistent with Vlasov’s classical assumptions are derived applying the principle of virtual displacements. It is shown that in the cross sections with lack of symmetry the bimoment can considerably affect the torsional buckling load. The obtained results are verified using ANSYS finite element software.

Ključne riječi

bimoment; thin-walled beams; torsional buckling

Hrčak ID:

135080

URI

https://hrcak.srce.hr/135080

Datum izdavanja:

23.2.2015.

Podaci na drugim jezicima: hrvatski

Posjeta: 1.809 *