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dc.contributor.authorSønstabø, Johan Kolstø
dc.contributor.authorFaksvåg, Kristian Ullern
dc.contributor.authorJakobsen, Lars
dc.contributor.authorClausen, Arild Holm
dc.date.accessioned2022-03-29T10:59:45Z
dc.date.available2022-03-29T10:59:45Z
dc.date.created2022-01-13T09:08:58Z
dc.date.issued2021
dc.identifier.citationce/papers - The online collection for conference papers in civil engineering. 2021, 4 (2-4), 1589-1598.en_US
dc.identifier.issn2509-7075
dc.identifier.urihttps://hdl.handle.net/11250/2988295
dc.description.abstractThis paper addresses numerical modelling of a rolled, austenitic stainless steel of grade AISI 316L, corresponding to EN 1.4404. The study comprises uniaxial tension tests at a range of temperatures (from –20°C to 200°C) and at two different strain rates (10–3 s–1 and 10–1 s–1). It appears that the material is very ductile and hardens significantly. The strength and hardening depend on temperature, while the strain-rate effect is minor. The results from the tension tests are used to calibrate two different material models. The first one is a fully parametrized elasto-viscoplastic model of Johnson-Cook type, incorporating temperature and strain rate as variables, and including the one-parameter Cockcroft-Latham failure criterion. The other model is defined through direct input of the true stress-strain curve at a given temperature and rate. This model does not incorporate failure. In the validation part of the study, the models are employed in numerical simulations of plane-strain tension tests on notched specimens. It appears that both models capture the main features of the tests.en_US
dc.language.isoengen_US
dc.publisherWileyen_US
dc.titleModelling of Stainless Steel AISI 316L in Finite Element Simulationsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holderThis version of the article will not be available due to copyright restrictions by Wileyen_US
dc.source.pagenumber1589-1598en_US
dc.source.volume4en_US
dc.source.journalce/papers - The online collection for conference papers in civil engineeringen_US
dc.source.issue2-4en_US
dc.identifier.doihttps://doi.org/10.1002/cepa.1460
dc.identifier.cristin1980080
dc.relation.projectNorges forskningsråd: 237885en_US
cristin.ispublishedtrue
cristin.fulltextoriginal


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