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dc.contributor.authorFoti, Pietro
dc.contributor.authorFilippi, S
dc.contributor.authorBerto, Filippo
dc.date.accessioned2019-09-25T14:18:07Z
dc.date.available2019-09-25T14:18:07Z
dc.date.created2019-04-15T18:25:18Z
dc.date.issued2019
dc.identifier.citationFrattura ed Integrità Strutturale. 2019, 13 (47), 104-125.nb_NO
dc.identifier.issn1971-8993
dc.identifier.urihttp://hdl.handle.net/11250/2618812
dc.description.abstractThe main aim of the present work is to investigate the effects of different parameters on the fatigue strength of four different welded details through an energetic approach based on the Strain Energy Density failure criteria. The results of the finite element analyses have been compared with the fatigue strength predicted by the design guidance EN 1993-1-9:2005, also known as Eurocode 3, which establishes the rules for the fatigue design of steel welded joints. The results obtained in this work highlight an overestimation of the fatigue strength by the Eurocode 3 with regard to the details considered.nb_NO
dc.language.isoengnb_NO
dc.publisherGruppo Italiano Fratturanb_NO
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleFatigue assessment of welded joints by means of the strain energy density method: Numerical predictions and comparison with eurocode 3nb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber104-125nb_NO
dc.source.volume13nb_NO
dc.source.journalFrattura ed Integrità Strutturalenb_NO
dc.source.issue47nb_NO
dc.identifier.doi10.3221/IGF-ESIS.47.09
dc.identifier.cristin1692748
dc.description.localcodeThis work is licensed under a Creative Commons Attribution 4.0 International License.nb_NO
cristin.unitcode194,64,92,0
cristin.unitnameInstitutt for maskinteknikk og produksjon
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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