Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/108861
DC FieldValueLanguage
dc.contributor.authorJovašević, S.-
dc.contributor.authorCorreia, J.A.F.O.-
dc.contributor.authorPavlović, M.-
dc.contributor.authorRebelo, C.-
dc.contributor.authorDe Jesus, A.M.P.-
dc.contributor.authorVeljković, M.-
dc.contributor.authorSilva, L. Simões da-
dc.date.accessioned2023-09-21T10:10:33Z-
dc.date.available2023-09-21T10:10:33Z-
dc.date.issued2016-
dc.identifier.issn18777058pt
dc.identifier.urihttps://hdl.handle.net/10316/108861-
dc.description.abstractA steel hybrid structural solution for onshore wind turbine towers was proposed in the European project SHOWTIME. This solution is used in the lattice structure for the lower portion of the tower. Recently, a procedure for fatigue life estimation of steel half-pipes bolted connections applied in global structural models using multiaxial Smith-Watson-Topper (SWT) criteria was proposed by Öztürk et al. In this paper a procedure for design S-N curve modelling of steel half-pipes bolted connections is proposed. This procedure is based on a local approach using multiaxial fatigue criteria together with an elastoplastic analysis using the finite element method. The materials to be used in this analysis are the S355 and S690 steels. This evaluation to be performed is calibrated with experimental results of fatigue tests of the connection under consideration.pt
dc.language.isoengpt
dc.publisherElsevierpt
dc.relationEuropean Commission’s Framework Program “Horizon 2020”, through the Marie Skłodowska-Curie Innovative Training Networks (ITN) “AEOLUS4FUTURE – Efficient harvesting of the wind energy” (H2020-MSCA-ITN-2014: Grant agreement no. 643167)pt
dc.rightsopenAccesspt
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/pt
dc.subjectHalf-pipes bolted connectionspt
dc.subjectFinite element modellingpt
dc.subjectFatigue crack initiationpt
dc.subjectMultiaxial damage criterionpt
dc.titleGlobal Fatigue Life Modelling of Steel Half-pipes Bolted Connectionspt
dc.typearticle-
degois.publication.firstPage278pt
degois.publication.lastPage284pt
degois.publication.titleProcedia Engineeringpt
dc.peerreviewedyespt
dc.identifier.doi10.1016/j.proeng.2016.08.891pt
degois.publication.volume160pt
dc.date.embargo2016-01-01*
uc.date.periodoEmbargo0pt
item.grantfulltextopen-
item.fulltextCom Texto completo-
item.openairetypearticle-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
crisitem.author.researchunitISISE - Institute for Sustainability and Innovation in Structural Engineering-
crisitem.author.orcid0000-0001-5225-6567-
Appears in Collections:I&D ISISE - Artigos em Revistas Internacionais
FCTUC Eng.Civil - Artigos em Revistas Internacionais
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This item is licensed under a Creative Commons License Creative Commons