Please use this identifier to cite or link to this item: http://hdl.handle.net/1942/32479
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dc.contributor.authorSobrinho, K.-
dc.contributor.authorTenchini, A.-
dc.contributor.authorCordeiro, M.-
dc.contributor.authorVellasco, P.-
dc.contributor.authorLima, L.-
dc.contributor.authorGOUVEIA HENRIQUES, Jose-
dc.date.accessioned2020-10-15T11:07:35Z-
dc.date.available2020-10-15T11:07:35Z-
dc.date.issued2019-
dc.date.submitted2020-09-02T10:06:06Z-
dc.identifier.citationSTABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, ROUTLEDGE, p. 321 -328-
dc.identifier.isbn978-0-429-32024-8-
dc.identifier.isbn978-0-367-33503-8-
dc.identifier.urihttp://hdl.handle.net/1942/32479-
dc.description.abstractThe 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.isoen-
dc.publisherROUTLEDGE-
dc.rights2019 Czech Technical University in Prague, Czech Republic, ISBN 978-0-367-33503-8.-
dc.titleExperimental investigation on the instability phenomenon in stainless steel connections-plate curling-
dc.typeProceedings Paper-
local.bibliographicCitation.authorsWald, F.-
local.bibliographicCitation.authorsJandera, M.-
local.bibliographicCitation.conferencedateSEP 11-13, 2019-
local.bibliographicCitation.conferencenameInternational Colloquia on Stability and Ductility of Steel Structures-
local.bibliographicCitation.conferencename(SDSS)-
local.bibliographicCitation.conferenceplaceCzech Tech Univ Prague, Prague, CZECH REPUBLIC-
dc.identifier.epage1041-
dc.identifier.spage1034-
local.format.pages8-
local.bibliographicCitation.jcatC1-
dc.description.notesSobrinho, K (corresponding author), Univ Estado Rio De Janeiro, PGECIV Postgrad Program Civil Engn, Rio De Janeiro, Brazil.-
dc.description.otherSobrinho, K (corresponding author, Univ Estado Rio De Janeiro, PGECIV Postgrad Program Civil Engn, Rio De Janeiro, Brazil.-
local.publisher.place2 PARK SQ, MILTON PARK, ABINGDON OX14 4RN, OXFORD, ENGLAND-
local.type.refereedRefereed-
local.type.specifiedProceedings Paper-
dc.identifier.isiWOS:000542030200119-
dc.identifier.urlhttps://doi.org/10.1201/9780429320248-
local.provider.typewosris-
local.bibliographicCitation.btitleSTABILITY AND DUCTILITY OF STEEL STRUCTURES 2019-
local.uhasselt.uhpubyes-
local.description.affiliation[Sobrinho, K.] Univ Estado Rio De Janeiro, PGECIV Postgrad Program Civil Engn, Rio De Janeiro, Brazil.-
local.description.affiliation[Tenchini, A.; Cordeiro, M.; Vellasco, P.; Lima, L.] Univ Estado Rio De Janeiro, Struct Engn Dept, Rio De Janeiro, Brazil.-
local.description.affiliation[Henriques, J.] Univ Hasselt, CERG Construct Engn Res Grp, Hasselt, Belgium.-
item.validationecoom 2021-
item.fulltextNo Fulltext-
item.accessRightsClosed Access-
item.contributorSobrinho, K.-
item.contributorTenchini, A.-
item.contributorCordeiro, M.-
item.contributorVellasco, P.-
item.contributorLima, L.-
item.contributorGOUVEIA HENRIQUES, Jose-
item.fullcitationSobrinho, K.; Tenchini, A.; Cordeiro, M.; Vellasco, P.; Lima, L. & GOUVEIA HENRIQUES, Jose (2019) Experimental investigation on the instability phenomenon in stainless steel connections-plate curling. In: STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, ROUTLEDGE, p. 321 -328.-
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