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DC Field | Value | Language |
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dc.contributor.author | Sarfarazi, S | - |
dc.contributor.author | Shamass, R | - |
dc.contributor.author | Mascolo, I | - |
dc.contributor.author | Della Corte, G | - |
dc.contributor.author | Guarracino, F | - |
dc.date.accessioned | 2024-02-06T12:12:01Z | - |
dc.date.available | 2024-02-06T12:12:01Z | - |
dc.date.issued | 2023-04-12 | - |
dc.identifier | ORCID iD: Sina Sarfarazi https://orcid.org/0000-0003-4987-4801 | - |
dc.identifier | ORCID iD: Rabee Shamass https://orcid.org/0000-0002-7990-8227 | - |
dc.identifier | ORCID iD:,Ida Mascolo https://orcid.org/0000-0003-4094-1668 | - |
dc.identifier | 753 | - |
dc.identifier.citation | Sarfarazi, S. et al. (2023) 'Some Considerations on the Behaviour of Bolted Stainless-Steel Beam-to-Column Connections: A Simplified Analytical Approach', Metals, 13 (4), 753, pp. 1 - 19. doi: 10.3390/met13040753. | en_US |
dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/28223 | - |
dc.description | Data Availability Statement: Data sharing not applicable. No new data were created or analyzed in this study. | en_US |
dc.description.abstract | Stainless-steel has proven to be a first-class material with unique mechanical properties for a variety of applications in the building and construction industry. High ductility, strain hardening, durability and aesthetic appeal are only a few of them. From a specific point of view, its nonlinear stress–strain behaviour appears capable of providing a significant increase in the rotational capacity of stainless-steel connections. This, in turn, may provide significant benefits for the overall response of a structure in terms of capacity and ductility. However, the bulk of the research on stainless-steel that has been published so far has mostly ignored the analysis of the deformation capabilities of the stainless-steel connections and has mostly focused on the structural response of individual members, such as beams or columns. For such a reason, the present study aims to contribute to the general understanding of the behaviour of stainless-steel connections from a conceptual, numerical and design standpoint. After a brief review of the available literature, the influence of the use of stainless-steel for column–beam connections is discussed from a theoretical standpoint. As a novel contribution, a different approach to compute the pseudo-plastic moment resistance that takes into account the post-elastic secant stiffness of the stainless-steel is proposed. Successively, a refined finite element model is employed to study the failure of stainless-steel column–beam connections. Finally, a critical assessment of the employment of carbon-steel-based design guidelines for stainless-steel connections provided by the Eurocode 3 design (EN 1993-1-8) is performed. The findings prove the need for the development of novel design approaches and more precise capacity models capable of capturing the actual stainless-steel joint response and their impact on the overall ductility and capacity of the whole structure. | en_US |
dc.description.sponsorship | This research received no external funding. | en_US |
dc.format.extent | 1 - 19 | - |
dc.format.medium | Electronic | - |
dc.language | English | - |
dc.language.iso | en_US | en_US |
dc.publisher | MDPI | en_US |
dc.rights | Copyright © 2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). | - |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | - |
dc.subject | stainless-steel | en_US |
dc.subject | connections | en_US |
dc.subject | design | en_US |
dc.subject | Eurocodes | en_US |
dc.subject | FE modelling | en_US |
dc.title | Some Considerations on the Behaviour of Bolted Stainless-Steel Beam-to-Column Connections: A Simplified Analytical Approach | en_US |
dc.type | Article | en_US |
dc.identifier.doi | https://doi.org/10.3390/met13040753 | - |
dc.relation.isPartOf | Metals | - |
pubs.issue | 4 | - |
pubs.publication-status | Published online | - |
pubs.volume | 13 | - |
dc.identifier.eissn | 2075-4701 | - |
dc.rights.holder | The authors | - |
Appears in Collections: | Dept of Civil and Environmental Engineering Research Papers |
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