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dc.contributor.authorBørvik, Tore
dc.contributor.authorMarken, Lene Anita
dc.contributor.authorLangseth, Magnus
dc.contributor.authorRørvik, Gisle
dc.contributor.authorHopperstad, Odd Sture
dc.date.accessioned2017-11-02T08:20:39Z
dc.date.available2017-11-02T08:20:39Z
dc.date.created2014-12-12T08:35:39Z
dc.date.issued2016
dc.identifier.citationShips and Offshore Structures. 2016, 11 (1), 25-37.nb_NO
dc.identifier.issn1744-5302
dc.identifier.urihttp://hdl.handle.net/11250/2463596
dc.description.abstractIn this study, the effect of sigma-phase precipitation in duplex stainless steel (grade 2205) pipe fittings collected from top-side process systems offshore was investigated under realistic loading conditions. This was done by conducting quasi-static and dynamic impact tests on 3” fittings with a nominal outside diameter of 88.9 mm, nominal wall thickness of 3.05 mm and D/t-ratio of nearly 30. The fittings had a sigma-phase level between 0 and 15 vol.%, and were loaded by a massive steel indenter with a hemispherical nose of 25 mm radius. In the quasi-static tests, the loading rate was 2 mm/min, while in the dynamic tests the impact velocity was varied between 5 and 10 m/s. A few dynamic impact tests on 2” fittings with an increased wall thickness and low sigma-phase levels were carried out for comparison, while some 3” fittings were pre-charged with hydrogen before dynamic testing to examine the effect of sigma phase on cathodic protected subsea components. When the sigma-phase level was low (i.e. σ ⩽ 5 vol.%), no evidence of fracture was found in any of the pipe fittings, whereas at higher sigma-phase levels (σ > 5 vol.%), fracture occurred in all tests. At the highest sigma-phase level (σ ≈ 15 vol.%), extensive fracture and crack growth took place independent of the loading rate.nb_NO
dc.language.isoengnb_NO
dc.publisherTaylor & Francisnb_NO
dc.titleInfluence of sigma-phase precipitation on the impact behaviour of duplex stainless steel pipe fittingsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber25-37nb_NO
dc.source.volume11nb_NO
dc.source.journalShips and Offshore Structuresnb_NO
dc.source.issue1nb_NO
dc.identifier.doi10.1080/17445302.2014.954303
dc.identifier.cristin1184268
dc.relation.projectNorges forskningsråd: 237885nb_NO
dc.description.localcodeThis is an Accepted Manuscript of an article published by Taylor & Francis in Ships and Offshore Structures on 02 Sep 2014, available online: http://www.tandfonline.com/10.1080/17445302.2014.954303nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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