This research paper presents the numerical analysis of lateral-torsional buckling of aluminium alloy beams with channel cross-section. Analysed structural elements are simply supported beams, with line load uniformly distributed over the top flange, in the direction towards the centroid of the cross-section and in the middle of the top flange. Numerical analysis is conducted using the finite elements software ABAQUS. The purpose of this analysis is estimation of appropriateness of the equation for elastic critical moment for lateral buckling of beams with uniform cross-sections, symmetrical only about the major axis, according to EN 1999-1-1.
Keywords:
critical moment / channel section / lateral-torsional buckling / ABAQUS
TY - CONF
AU - Ivanović, Nikola
AU - Marković, Zlatko
AU - Dobrić, Jelena
AU - Spremić, Milan
AU - Gluhović, Nina
PY - 2016
UR - http://grafar.grf.bg.ac.rs/handle/123456789/1429
AB - This research paper presents the numerical analysis of lateral-torsional buckling of aluminium alloy beams with channel cross-section. Analysed structural elements are simply supported beams, with line load uniformly distributed over the top flange, in the direction towards the centroid of the cross-section and in the middle of the top flange. Numerical analysis is conducted using the finite elements software ABAQUS. The purpose of this analysis is estimation of appropriateness of the equation for elastic critical moment for lateral buckling of beams with uniform cross-sections, symmetrical only about the major axis, according to EN 1999-1-1.
PB - Društvo građevinskih konstruktera Srbije, Beograd
C3 - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1 - Numerical lateral buckling analysis of aluminium alloy beams with channel sections
EP - 428
SP - 419
ER -
@conference{
author = "Ivanović, Nikola and Marković, Zlatko and Dobrić, Jelena and Spremić, Milan and Gluhović, Nina",
year = "2016",
url = "http://grafar.grf.bg.ac.rs/handle/123456789/1429",
abstract = "This research paper presents the numerical analysis of lateral-torsional buckling of aluminium alloy beams with channel cross-section. Analysed structural elements are simply supported beams, with line load uniformly distributed over the top flange, in the direction towards the centroid of the cross-section and in the middle of the top flange. Numerical analysis is conducted using the finite elements software ABAQUS. The purpose of this analysis is estimation of appropriateness of the equation for elastic critical moment for lateral buckling of beams with uniform cross-sections, symmetrical only about the major axis, according to EN 1999-1-1.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Numerical lateral buckling analysis of aluminium alloy beams with channel sections",
pages = "428-419"
}
Ivanović N, Marković Z, Dobrić J, Spremić M, Gluhović N. Numerical lateral buckling analysis of aluminium alloy beams with channel sections. Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:419-428
Ivanović, N., Marković, Z., Dobrić, J., Spremić, M.,& Gluhović, N. (2016). Numerical lateral buckling analysis of aluminium alloy beams with channel sections.
Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, ZlatiborDruštvo građevinskih konstruktera Srbije, Beograd., 419-428.
