Brunel University Research Archive(BURA) preserves and enables easy and open access to all
types of digital content. It showcases Brunel's research outputs.
Research contained within BURA is open access, although some publications may be subject
to publisher imposed embargoes. All awarded PhD theses are also archived on BURA.
Please use this identifier to cite or link to this item:
http://bura.brunel.ac.uk/handle/2438/28237Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Ferreira, FPV | - |
| dc.contributor.author | Shamass, R | - |
| dc.contributor.author | Santos, LFP | - |
| dc.contributor.author | Limbachiya, V | - |
| dc.contributor.author | Tsavdaridis, KD | - |
| dc.date.accessioned | 2024-02-07T10:48:49Z | - |
| dc.date.available | 2024-02-07T10:48:49Z | - |
| dc.date.issued | 2022-04-08 | - |
| dc.identifier | ORCID iD: Felipe Piana Vendramell Ferreira https://orcid.org/0000-0001-8007-789X | - |
| dc.identifier | ORCID iD: Rabee Shamass https://orcid.org/0000-0002-7990-8227 | - |
| dc.identifier | 109196 | - |
| dc.identifier.citation | Ferreira, F.P.V. et al. (2022) 'EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings', Thin-Walled Structures, 175, 109196, pp. 1 - 18. doi: 10.1016/j.tws.2022.109196. | en_US |
| dc.identifier.issn | 0263-8231 | - |
| dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/28237 | - |
| dc.description.abstract | In this paper, the influence of the web-post geometric parameters on shear buckling resistance of perforated steel beams with previously proposed novel non-standard elliptically-based web openings is investigated. An economical and practical approach to estimate the web-post buckling resistance in accordance with EUROCODE 3 and the buckling resistance of the strut model analogy is developed and analysed. Finite element models are developed and validated against test results available in the literature. An extensive parametric study using Python code is carried out. A total of 5,400 geometrical models is investigated and the analysed parameters are discussed in relation to the buckling curves. It is concluded that the proposed design method for the web-post buckling resistance provides accurate and reliable predictions and can be used for practical design purposes of perforated steel beams with elliptically-based web openings. | en_US |
| dc.format.extent | 1 - 18 | - |
| dc.format.medium | Print-Electronic | - |
| dc.language | English | - |
| dc.language.iso | en_US | en_US |
| dc.publisher | Elsevier | en_US |
| dc.rights | Copyright © 2022 Elsevier. All rights reserved. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/ (see: https://www.elsevier.com/about/policies/sharing). | - |
| dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | - |
| dc.subject | steel beams | en_US |
| dc.subject | elliptical web openings | en_US |
| dc.subject | web-post buckling | en_US |
| dc.subject | strut model | en_US |
| dc.subject | Eurocode 3 | en_US |
| dc.title | EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings | en_US |
| dc.type | Article | en_US |
| dc.identifier.doi | https://doi.org/10.1016/j.tws.2022.109196 | - |
| dc.relation.isPartOf | Thin-Walled Structures | - |
| pubs.publication-status | Published | - |
| pubs.volume | 175 | - |
| dc.identifier.eissn | 1879-3223 | - |
| dc.rights.holder | Elsevier | - |
| Appears in Collections: | Dept of Civil and Environmental Engineering Research Papers | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| FullText.pdf | Copyright © 2022 Elsevier. All rights reserved. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/ (see: https://www.elsevier.com/about/policies/sharing). | 3.43 MB | Adobe PDF | View/Open |
This item is licensed under a Creative Commons License
