Effect of curvatures in the buckling analysis of perforated plates using the boundary element method

Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/27543

Title:	Effect of curvatures in the buckling analysis of perforated plates using the boundary element method
Authors:	Soares, RA Gomes, VC Palermo, L Wrobel, LC
Keywords:	perforated plate buckling;Mindlin plate;Reissner plate;full non-linearity in buckling;critical loading
Issue Date:	2-Aug-2022
Publisher:	WIT Press
Citation:	Soares, R.A. et al. (2022) 'Effect of curvatures in the buckling analysis of perforated plates using the boundary element method', WIT Transactions on Engineering Sciences, 134, pp. 147 - 156. doi: 10.2495/BE450131.
Abstract:	The buckling of perforated plates considering the effect of shear deformation is analyzed with the boundary element method. The geometrical non-linearity (GNL) effect included rotation derivatives (curvatures) as well as the deflection derivatives. The importance of the shear deformation in the buckling of perforated plates appeared with the increase of the plate thickness and the effect of curvatures becomes greater in large hole diameter cases.
URI:	https://bura.brunel.ac.uk/handle/2438/27543
DOI:	https://doi.org/10.2495/BE450131
ISBN:	978-1-78466-459-6
ISSN:	1746-4471
Other Identifiers:	ORCID iD: Luiz Carlos Wrobel https://orcid.org/0000-0001-6702-0178
Appears in Collections:	Dept of Mechanical and Aerospace Engineering Research Papers

Files in This Item:

File	Description	Size	Format
FullText.pdf	Copyright © 2022 WIT Press. All Rights Reserved. Free (open access) at https://doi.org/10.2495/BE450131.	579.57 kB	Adobe PDF	View/Open