Please use this identifier to cite or link to this item:
http://hdl.handle.net/1942/32581
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Sobrinho, Kelvin | - |
dc.contributor.author | Tenchini, André | - |
dc.contributor.author | Cordeiro, Monique | - |
dc.contributor.author | Vellasco, Pedro | - |
dc.contributor.author | GOUVEIA HENRIQUES, Jose | - |
dc.date.accessioned | 2020-11-05T15:49:38Z | - |
dc.date.available | 2020-11-05T15:49:38Z | - |
dc.date.issued | 2019 | - |
dc.date.submitted | 2020-10-25T10:18:35Z | - |
dc.identifier.citation | Wald, František; Jandera, Michal (Ed.). Stability and Ductility of Steel Structures 2019 Proceedings of the International Colloquia on Stability and Ductility of Steel Structures (SDSS 2019), September 11-13, 2019, Prague, Czech Republic, CRC Press, p. 1034 -1041 | - |
dc.identifier.isbn | 9780367335038 | - |
dc.identifier.uri | http://hdl.handle.net/1942/32581 | - |
dc.description.abstract | The overlap bolted steel connection with thin-plates can be subjected to the occurrence of the phenomenon known as curling effect, which is able to influence the global behavior and decrease its ultimate strength. For stainless steel joints, the mechanism is even more important, because it is a material with high deformation capacity. Therefore, both experimental tests and numerical analyses are presented in this paper in order to investigate the influence of curling effect in overlap bolted connection. In addition, the lips were also studied because they increase the stiffness for the out-plane displacement. The outcomes shown that the curling effect reduced the ultimate bearing resistance. Comparing the actual codes, the design load provided by they are lower than those are obtained in both experimental and numerical tests. In addition, it can be reported the efficiency from the lips for the ferritic overlap connection. | - |
dc.language.iso | en | - |
dc.publisher | CRC Press | - |
dc.title | Experimental investigation on the instability phenomenon in stainless steel connections – Plate curling | - |
dc.type | Proceedings Paper | - |
dc.relation.edition | 1 | - |
local.bibliographicCitation.authors | Wald, František | - |
local.bibliographicCitation.authors | Jandera, Michal | - |
local.bibliographicCitation.conferencedate | September 11-13, 2019 | - |
local.bibliographicCitation.conferencename | STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019 | - |
local.bibliographicCitation.conferenceplace | Prague, Czech Republic | - |
dc.identifier.epage | 1041 | - |
dc.identifier.spage | 1034 | - |
local.format.pages | 8 | - |
local.bibliographicCitation.jcat | C1 | - |
local.publisher.place | London | - |
local.type.refereed | Refereed | - |
local.type.specified | Proceedings Paper | - |
local.provider.type | CrossRef | - |
local.bibliographicCitation.btitle | Stability and Ductility of Steel Structures 2019 Proceedings of the International Colloquia on Stability and Ductility of Steel Structures (SDSS 2019), September 11-13, 2019, Prague, Czech Republic | - |
local.uhasselt.uhpub | yes | - |
item.fullcitation | Sobrinho, Kelvin; Tenchini, André; Cordeiro, Monique; Vellasco, Pedro & GOUVEIA HENRIQUES, Jose (2019) Experimental investigation on the instability phenomenon in stainless steel connections – Plate curling. In: Wald, František; Jandera, Michal (Ed.). Stability and Ductility of Steel Structures 2019 Proceedings of the International Colloquia on Stability and Ductility of Steel Structures (SDSS 2019), September 11-13, 2019, Prague, Czech Republic, CRC Press, p. 1034 -1041. | - |
item.accessRights | Open Access | - |
item.fulltext | With Fulltext | - |
item.contributor | Sobrinho, Kelvin | - |
item.contributor | Tenchini, André | - |
item.contributor | Cordeiro, Monique | - |
item.contributor | Vellasco, Pedro | - |
item.contributor | GOUVEIA HENRIQUES, Jose | - |
Appears in Collections: | Research publications |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Pages from 9781000752243.pdf | Published version | 435.13 kB | Adobe PDF | View/Open |
Page view(s)
44
checked on Sep 6, 2022
Download(s)
40
checked on Sep 6, 2022
Google ScholarTM
Check
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.