Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/1265
Title: Interactive buckling in sandwich beam-columns
Authors: Wadee, M. Ahmer 
Yiatros, Stylianos 
Major Field of Science: Engineering and Technology
Field Category: Civil Engineering
Keywords: Nonlinear mechanics;Buckling;Composites
Issue Date: Feb-2011
Source: IMA Journal of Applied Mathematics (Institute of Mathematics and Its Applications), 2011, vol. 76, no. 1, pp. 146-168
Volume: 76
Issue: 1
Start page: 146
End page: 168
Journal: IMA Journal of Applied Mathematics 
Abstract: Recent work on localized buckling with different core bending theories in sandwich struts is adapted for a sandwich beam-column that combines the effects of bending and compression. The two distinct bifurcations present in the pure compression case are replaced by a single pitchfork bifurcation point that combines local and global buckling behaviour. Several models with a various number of degrees of freedom (DOFs) are developed to account for the explicit effect of end moments. All models are formulated using total potential energy and variational principles, which are used to derive the governing equations that are solved using the numerical continuation package AUTO97. Results are validated with a finite element model formulated in the commercial package ABAQUS. Comparisons with the interactive buckling profiles and the mechanical response in the nonlinear range are very favourable and the models with more DOFs are determined to be superior.
URI: https://hdl.handle.net/20.500.14279/1265
ISSN: 14643634
DOI: 10.1093/imamat/hxq061
Rights: © The Author . Published by Oxford University Press on behalf of the Institute of Mathematics and its Applications. All rights reserved.
Type: Article
Affiliation : Imperial College London 
Brunel University London 
Cyprus University of Technology 
Publication Type: Peer Reviewed
Appears in Collections:Άρθρα/Articles

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