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dc.contributor.authorSønstabø, Johan Kolstø
dc.contributor.authorMorin, David
dc.contributor.authorLangseth, Magnus
dc.date.accessioned2018-10-19T07:29:53Z
dc.date.available2018-10-19T07:29:53Z
dc.date.created2018-10-18T14:52:18Z
dc.date.issued2018
dc.identifier.citationJournal of Materials Processing Technology. 2018, 255 724-738.nb_NO
dc.identifier.issn0924-0136
dc.identifier.urihttp://hdl.handle.net/11250/2568768
dc.description.abstractThe behaviour of a flow-drill screw connection under different quasi-static loadings was simulated using finite element models with detailed solid element meshes. The numerical models were developed with a rate-independent isotropic hypoelastic-plastic material model. A process-effect analysis was conducted, including investigation of the microstructure as well as hardness tests. Based on the investigation, the process effects were considered negligible. A simple approach for building up the geometry of the connection was presented. An experimental programme consisting of five different single-connector tests was carried out to characterise the connection, and was presented in detail. Each test was simulated, allowing for one-to-one comparisons between tests and simulations. Satisfactory results were achieved.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleTesting and modelling of flow-drill screw connections under quasi-static loadingsnb_NO
dc.title.alternativeTesting and modelling of flow-drill screw connections under quasi-static loadingsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber724-738nb_NO
dc.source.volume255nb_NO
dc.source.journalJournal of Materials Processing Technologynb_NO
dc.identifier.doihttps://doi.org/10.1016/j.jmatprotec.2018.01.007
dc.identifier.cristin1621458
dc.relation.projectNorges forskningsråd: 237885nb_NO
dc.description.localcode© 2018. This is the authors’ accepted and refereed manuscript to the article. Locked until 20.2.2020 due to copyright restrictions. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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