Tehnički vjesnik, Vol. 24 No. 4, 2017.
Prethodno priopćenje
https://doi.org/10.17559/TV-20160118081434
Numerical analysis of local and global buckling of a stiffened beam-column
Noureddine Toumi
; University of Belgrade, Faculty of Mechanical Engineering, Kraljice Marije 16, 11120 Belgrade 35, Serbia
Taško Maneski
; University of Belgrade, Faculty of Mechanical Engineering, Kraljice Marije 16, 11120 Belgrade 35, Serbia
Tarek Aburuga
; University of Tripoli, Department of Mechanical Engineering Tripoli, Libya
Biserka Nestorovic
; University of Belgrade, Faculty of Forestry, Kneza Višeslava 1, 11000 Belgrade 35, Serbia
Dražan Kozak
orcid.org/0000-0001-5245-4686
; Josip Juraj Strossmayer University of Osijek, Mechanical Engineering Faculty in Slavonski Brod, Trg Ivane Brlić-Mažuranić 2, 35000 Slavonski Brod, Croatia
Pavel Beno
orcid.org/0000-0002-6595-7757
; Department of Mechanics, Mechanical Engineering and Design, Faculty of Environmental and Manufacturing Technology, Technical University in Zvolen, Slovak Republic
Sažetak
The linear buckling phenomenon is obviously very important for stability of compressed supports. The determination of buckling resistance is an important characteristic of the design of steel structure. Besides, the presence of stiffeners in structural plate elements has a vital role in order to increase critical buckling load capacity. However, these stiffeners cause a redistribution in buckling behaviour in terms of local and global buckling. In this paper the transverse and longitudinal stiffeners were employed on a real beam-column structure to maximize the critical buckling loads. The objective is to find the optimum geometry of stiffeners. Based on the finite element method, a numerical model is made using the Abaqus program in order to observe the critical buckling capacity. The results showed that the local critical buckling has been significantly affected by stiffener's position in the case of transverse stiffeners, but little effect is observed on the critical local and global buckling in the case of longitudinal stiffeners.
Ključne riječi
beam-column; finite element method; local and global buckling; transverse and longitudinal stiffener
Hrčak ID:
185510
URI
Datum izdavanja:
31.7.2017.
Posjeta: 1.852 *