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dc.contributor.authorVo, Tri Minh
dc.contributor.authorHestholm, Kristoffer
dc.contributor.authorErsdal, Gerhard
dc.contributor.authorOma, Narve
dc.contributor.authorSivertsvik, Matias
dc.date.accessioned2020-09-07T06:53:14Z
dc.date.available2020-09-07T06:53:14Z
dc.date.created2019-12-10T11:02:11Z
dc.date.issued2019
dc.identifier.citationIOP Conference Series: Materials Science and Engineering. 2019, 700 (1), .en_US
dc.identifier.issn1757-8981
dc.identifier.urihttps://hdl.handle.net/11250/2676513
dc.description.abstractThis paper presents the experimental test results for the buckling capacity of tubular columns exposed to simulated unsymmetrical patch corrosion damage. These tests were performed to investigate how the results of these experiments compare with the capacities obtained for the formulae provided in the 2004 revision of NORSOK N-004. Formulae for patch corroded tubular columns are needed in standards and as such it is unfortunate that these formulae are removed from the present revision of the NORSOK N-004 standard. Prior to suggesting introducing these previous formulae in standards, experimental tests to confirm good correlation between experiments and formulae are needed. The tests performed in this work are presented in this paper for 100% (intact columns), 69%, 34% and 0% remaining wall thickness in the patch.en_US
dc.language.isoengen_US
dc.publisherIOP Publishingen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleBuckling capacity of simulated patch corroded tubular columns – laboratory testsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber13en_US
dc.source.volume700en_US
dc.source.journalIOP Conference Series: Materials Science and Engineeringen_US
dc.source.issue1en_US
dc.identifier.doi10.1088/1757-899X/700/1/012029
dc.identifier.cristin1758725
dc.description.localcodeContent from this work may be used under the terms of theCreative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by IOP Publishing Ltden_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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