Geometric factors affecting I-section struts experiencing local and strong-axis global buckling mode interaction
File(s)paper_revised.pdf (333.98 KB)
Accepted version
Author(s)
Liu, EL
Wadee, MA
Type
Journal Article
Abstract
A recent analytical model describing the post-buckling behaviour of an I-section strut experiencing strong axis global–local buckling interaction is extended to investigate the effects of modifying the strut geometry. Using a combination of analytical and finite element (FE) methods, the global and local slendernesses are varied parametrically, in turn, to determine the geometries leading to regions of interactive behaviour. The effect of stress relieved initial global imperfections are also investigated. It is observed that the strut can exhibit one of five distinct post-buckling behaviours, the geometries for which are identified. The strut can exhibit global buckling only, local buckling only, global–local buckling interaction with either the global or local mode being triggered first or the most severe case where both global and local buckling modes are triggered simultaneously. The strut is found to be highly sensitive to initial imperfections in the interactive region; the implications for imperfection sensitivity on the design and the practical use of such components are discussed.
Date Issued
2016-12-01
Date Acceptance
2016-10-07
Citation
Thin-Walled Structures, 2016, 109, pp.319-331
ISSN
0263-8231
Publisher
Elsevier
Start Page
319
End Page
331
Journal / Book Title
Thin-Walled Structures
Volume
109
Copyright Statement
© 2016, Elsevier. Licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/
Sponsor
Engineering and Physical Sciences Research Council
Subjects
Civil Engineering
0901 Aerospace Engineering
0905 Civil Engineering
0913 Mechanical Engineering
Publication Status
Published