Lanc, Domagoj, Vo, Thuc, Turkalj, Goran and Lee, Jaehong (2015) Buckling analysis of thin-walled functionally graded sandwich box beams. Thin-Walled Structures, 86. 148 - 156. ISSN 0263-8231
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TWST-D-14-00370R1_4_40.pdf - Submitted Version Available under License Creative Commons Attribution Non-commercial No Derivatives 4.0. Download (1MB) | Preview |
Abstract
Buckling analysis of thin-walled functionally graded (FG) sandwich box beams is investigated. Material properties of the beam are assumed to be graded through the wall thickness. The Euler-Bernoully beam theory for bending and the Vlasov theory for torsion are applied. The non-linear stability analysis is performed in framework of updated Lagrangian formulation. In order to insure the geometric potential of semitangental type for internal bending and torsion moments, the non-linear displacement field of thin-walled cross-section is adopted. Numerical results are obtained for FG sandwich box beams with simply–supported, clamped–free and clamped–clamped boundary conditions to investigate effects of the power-law index and skin-core-skin thickness ratios on the critical buckling loads and post-buckling responses. Numerical results show that the above-mentioned effects play very important role on the buckling analysis of sandwich box beams.
Item Type: | Article |
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Additional Information: | Published online first. Print publication date 1-1-2015. |
Uncontrolled Keywords: | FG sandwich box beams; Buckling; Finite element |
Subjects: | H200 Civil Engineering H300 Mechanical Engineering H400 Aerospace Engineering |
Department: | Faculties > Engineering and Environment > Architecture and Built Environment |
Depositing User: | Thuc Vo |
Date Deposited: | 07 Nov 2014 14:32 |
Last Modified: | 17 Dec 2023 15:33 |
URI: | https://nrl.northumbria.ac.uk/id/eprint/18000 |
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