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http://hdl.handle.net/1942/31888
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DC Field | Value | Language |
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dc.contributor.author | Craveiro, Helder D. | - |
dc.contributor.author | da Silva, L. S. | - |
dc.contributor.author | Martins, J. P. | - |
dc.contributor.author | GOUVEIA HENRIQUES, Jose | - |
dc.date.accessioned | 2020-09-14T12:44:44Z | - |
dc.date.available | 2020-09-14T12:44:44Z | - |
dc.date.issued | 2019 | - |
dc.date.submitted | 2020-09-02T11:42:40Z | - |
dc.identifier.citation | Wald, F; Jandera, M (Ed.). STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, ROUTLEDGE, p. 295 -302 | - |
dc.identifier.isbn | 978-0-429-32024-8 | - |
dc.identifier.isbn | ; 978-0-367-33503-8 | - |
dc.identifier.uri | http://hdl.handle.net/1942/31888 | - |
dc.description.abstract | One of the main advantages of thin-walled CFS profiles is the "freedom" the designer has to conceive a cross-section shape tailored for the structural application. Consequently, different cross-sections shapes have been developed and may be found in the market. Furthermore, the combination of thin-walled CFS profiles, in the form of built-up cross-section members, further increases the range of available options. On the other hand, this diversity of solutions brings a challenge to the designer, as for some uncommon cross-section shapes, the mechanical behavior is not entirely known and therefore not covered in the design codes. Hence, in this paper, the buckling behavior of thin-walled CFS columns is investigated by means of FEM. The numerical models were developed and calibrated using experimental results on lipped channels and open built-up I cross-sections. Upon validation, a parametric analysis is performed, to further assess the influence of different parameters, such as steel thickness, material grade, cross-section dimensions, boundary conditions and connection spacing, in the case of the built-up cross-section. | - |
dc.description.sponsorship | The authors gratefully acknowledge to the Portuguese Foundation for Science and Technology for its support under the framework of the research projects PTDC/ECM/116859/2010 (FireColdFSteel), and POCI-01-0145-FEDER-031858 (INNOCFSCONC). | - |
dc.language.iso | en | - |
dc.publisher | ROUTLEDGE | - |
dc.relation.ispartofseries | Jandera | - |
dc.title | FEM analysis of the buckling behavior of thin-walled CFS columns. Part I-Channel (C) and Double Channel (I) cross-sections | - |
dc.type | Proceedings Paper | - |
local.bibliographicCitation.authors | Wald, F | - |
local.bibliographicCitation.conferencedate | SEP 11-13, 2019 | - |
local.bibliographicCitation.conferencename | International Colloquia on Stability and Ductility of Steel Structures (SDSS) | - |
local.bibliographicCitation.conferenceplace | Czech Tech Univ Prague, Prague, CZECH REPUBLIC | - |
dc.identifier.epage | 302 | - |
dc.identifier.spage | 295 | - |
local.bibliographicCitation.jcat | C1 | - |
dc.description.notes | Craveiro, HD (corresponding author), Univ Coimbra, ISISE Inst Sustainabil & Innovat Struct Engn, Coimbra, Portugal. | - |
dc.description.other | Craveiro, HD (corresponding author) Univ Coimbra, ISISE Inst Sustainabil & Innovat Struct Engn, Coimbra, Portugal. | - |
local.publisher.place | 2 PARK SQ, MILTON PARK, ABINGDON OX14 4RN, OXFORD, ENGLAND | - |
local.type.refereed | Refereed | - |
local.type.specified | Proceedings Paper | - |
local.relation.ispartofseriesnr | M | - |
dc.identifier.isi | WOS:000542030200033 | - |
local.provider.type | wosris | - |
local.bibliographicCitation.btitle | STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019 | - |
local.uhasselt.uhpub | yes | - |
local.description.affiliation | [Craveiro, Helder D.; da Silva, L. S.; Martins, J. P.] Univ Coimbra, ISISE Inst Sustainabil & Innovat Struct Engn, Coimbra, Portugal. | - |
local.description.affiliation | [Henriques, Jose] Univ Hasselt, Fac Engn Technol, CERG Construct Engn Res Grp, Hasselt, Belgium. | - |
item.fullcitation | Craveiro, Helder D.; da Silva, L. S.; Martins, J. P. & GOUVEIA HENRIQUES, Jose (2019) FEM analysis of the buckling behavior of thin-walled CFS columns. Part I-Channel (C) and Double Channel (I) cross-sections. In: Wald, F; Jandera, M (Ed.). STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, ROUTLEDGE, p. 295 -302. | - |
item.accessRights | Closed Access | - |
item.fulltext | No Fulltext | - |
item.validation | ecoom 2021 | - |
item.contributor | Craveiro, Helder D. | - |
item.contributor | da Silva, L. S. | - |
item.contributor | Martins, J. P. | - |
item.contributor | GOUVEIA HENRIQUES, Jose | - |
Appears in Collections: | Research publications |
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