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http://bura.brunel.ac.uk/handle/2438/27543Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Soares, RA | - |
| dc.contributor.author | Gomes, VC | - |
| dc.contributor.author | Palermo, L | - |
| dc.contributor.author | Wrobel, LC | - |
| dc.coverage.spatial | New Forest, UK | - |
| dc.date.accessioned | 2023-11-06T08:58:44Z | - |
| dc.date.available | 2023-11-06T08:58:44Z | - |
| dc.date.issued | 2022-08-02 | - |
| dc.identifier | ORCID iD: Luiz Carlos Wrobel https://orcid.org/0000-0001-6702-0178 | - |
| dc.identifier.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. | en_US |
| dc.identifier.isbn | 978-1-78466-459-6 | - |
| dc.identifier.issn | 1746-4471 | - |
| dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/27543 | - |
| dc.description.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. | en_US |
| dc.description.sponsorship | CAPES and CNPq. | en_US |
| dc.format.extent | 147 - 156 | - |
| dc.format.medium | Print-Electronic | - |
| dc.language | English | - |
| dc.language.iso | en | en_US |
| dc.publisher | WIT Press | en_US |
| dc.rights | Copyright © 2022 WIT Press. All Rights Reserved. Free (open access) at https://doi.org/10.2495/BE450131. | - |
| dc.source | Boundary Elements and other Mesh Reduction Methods XLV | - |
| dc.source | Boundary Elements and other Mesh Reduction Methods XLV | - |
| dc.subject | perforated plate buckling | en_US |
| dc.subject | Mindlin plate | en_US |
| dc.subject | Reissner plate | en_US |
| dc.subject | full non-linearity in buckling | en_US |
| dc.subject | critical loading | en_US |
| dc.title | Effect of curvatures in the buckling analysis of perforated plates using the boundary element method | en_US |
| dc.type | Conference Paper | en_US |
| dc.identifier.doi | https://doi.org/10.2495/BE450131 | - |
| dc.relation.isPartOf | WIT Transactions on Engineering Sciences | - |
| pubs.finish-date | 2022-05-26 | - |
| pubs.finish-date | 2022-05-26 | - |
| pubs.publication-status | Published | - |
| pubs.start-date | 2017-05-24 | - |
| pubs.start-date | 2017-05-24 | - |
| pubs.volume | 134 | - |
| dc.identifier.eissn | 1743-3533 | - |
| dc.rights.holder | WIT Press / The Authors | - |
| 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 |
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