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http://hdl.handle.net/1942/31923
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DC Field | Value | Language |
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dc.contributor.author | Craveiro, H. D. | - |
dc.contributor.author | GOUVEIA HENRIQUES, Jose | - |
dc.contributor.author | Silva, L.S. | - |
dc.contributor.author | Martins, J. P. | - |
dc.date.accessioned | 2020-09-17T07:33:40Z | - |
dc.date.available | 2020-09-17T07:33:40Z | - |
dc.date.issued | 2019 | - |
dc.date.submitted | 2020-09-02T11:53:07Z | - |
dc.identifier.citation | Wald, F; Jandera, M (Ed.). STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, p. 303 -311 | - |
dc.identifier.isbn | 9780429320248 | - |
dc.identifier.isbn | 9780367335038 | - |
dc.identifier.uri | http://hdl.handle.net/1942/31923 | - |
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 the present paper, the second part of a numerical study on the subject is presented. Columns consisting of the monosymmetric built-up box cross-section (R-section) and doubly symmetric built-up box cross-section (2R-section), comprising lipped and plain channels are investigated by means of FEM. The numerical models were developed and calibrated using experimental results on thin-walled CFS columns using these cross-section shapes. Upon validation, a parametric analysis is performed, to further assess the influence of different parameters, such as steel thickness, column length, boundary conditions and connection spacing. | - |
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), POCI-01-0145-FEDER-031435 (FireImprov_ColdFSteel) and POCI-010145-FEDER-031858 (INNOCFSCONC). | - |
dc.language.iso | en | - |
dc.publisher | ROUTLEDGE | - |
dc.rights | 2019 Czech Technical University in Prague, Czech Republic | - |
dc.subject.other | Cold-Formed Steel | - |
dc.subject.other | Design | - |
dc.title | FEM analysis of the buckling behaviour of thin-walled CFS columns. Part II-mono symmetric (R) and double symmetric built-up box cross-sections | - |
dc.type | Proceedings Paper | - |
local.bibliographicCitation.authors | Wald, F. | - |
local.bibliographicCitation.authors | Jandera, M. | - |
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 | 311 | - |
dc.identifier.spage | 303 | - |
local.bibliographicCitation.jcat | C1 | - |
dc.description.notes | Craveiro, HD (corresponding author), Univ Coimbra, ISISE, Coimbra, Portugal. | - |
dc.description.other | Craveiro, HD (corresponding author), Univ Coimbra, ISISE, Coimbra, Portugal. | - |
local.publisher.place | 2 PARK SQ, MILTON PARK, ABINGDON OX14 4RN, OXFORD, ENGLAND | - |
local.type.refereed | Refereed | - |
local.type.specified | Proceedings Paper | - |
dc.identifier.isi | WOS:000542030200034 | - |
local.provider.type | wosris | - |
local.bibliographicCitation.btitle | STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019 | - |
local.uhasselt.uhpub | yes | - |
local.description.affiliation | [Craveiro, H. D.; Silva, L. S.; Martins, J. P.] Univ Coimbra, ISISE, Coimbra, Portugal. | - |
local.description.affiliation | [Henriques, J.] Univ Hasselt, Fac Engn Technol, CERG, Hasselt, Belgium. | - |
local.uhasselt.international | yes | - |
item.fullcitation | Craveiro, H. D.; GOUVEIA HENRIQUES, Jose; Silva, L.S. & Martins, J. P. (2019) FEM analysis of the buckling behaviour of thin-walled CFS columns. Part II-mono symmetric (R) and double symmetric built-up box cross-sections. In: Wald, F; Jandera, M (Ed.). STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, p. 303 -311. | - |
item.accessRights | Open Access | - |
item.fulltext | With Fulltext | - |
item.validation | ecoom 2021 | - |
item.contributor | Craveiro, H. D. | - |
item.contributor | GOUVEIA HENRIQUES, Jose | - |
item.contributor | Silva, L.S. | - |
item.contributor | Martins, J. P. | - |
Appears in Collections: | Research publications |
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File | Description | Size | Format | |
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Stability and Ductility of Steel Structures 2019; First Edition.pdf | Published version | 514.25 kB | Adobe PDF | View/Open |
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