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dc.contributor.authorKarlsen, Øyvind
dc.contributor.authorLemu, Hirpa Gelgele
dc.date.accessioned2023-03-21T09:42:52Z
dc.date.available2023-03-21T09:42:52Z
dc.date.created2022-08-17T14:07:38Z
dc.date.issued2022
dc.identifier.citationKarlsen, Ø., & Lemu, H. G. (2022). Comparative study on loosening of anti-loosening bolt and standard bolt system. Engineering Failure Analysis. 2022, 140 106590en_US
dc.identifier.issn1350-6307
dc.identifier.urihttps://hdl.handle.net/11250/3059463
dc.description.abstractIn general, bolted connections are exposed to vibrations or repeated over-loads that could lead to self-loosening due to loss of preload. Pre-tensioned bolts in ring flanges are critical parts in Offshore Floating Wind Power Systems, and normally a certain percentage of the installed bolt connections are checked and re-tightened every year. This re-tightening is often done at a high cost and a short weather window due to strong winds and high waves. In this paper, three bolt dimensions (M20, M30 and M42) of the anti-loosening bolt system have been tested. The M30 and M42 bolt systems were preloaded and exposed to transverse oscillating loading, and the loss of preload as a function of load amplitude and number of cycles were measured and compared to standard bolts of HV type, exposed identically. The tested novel bolt system has shown superior capacities to withstand self-loosening, compared to standard bolts.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleComparative study on loosening of anti-loosening bolt and standard bolt systemen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holderthe authorsen_US
dc.subject.nsiVDP::Teknologi: 500::Materialteknologi: 520en_US
dc.source.volume140en_US
dc.source.journalEngineering Failure Analysisen_US
dc.identifier.doi10.1016/j.engfailanal.2022.106590
dc.identifier.cristin2043855
dc.source.articlenumber106590en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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