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dc.contributor.authorWan, Di
dc.contributor.authorViespoli, Luigi Mario
dc.contributor.authorJohanson, Audun
dc.contributor.authorHagen, Anette Brocks
dc.contributor.authorBerto, Filippo
dc.contributor.authorAlvaro, Antonio
dc.date.accessioned2020-12-07T09:42:39Z
dc.date.available2020-12-07T09:42:39Z
dc.date.created2020-12-01T22:55:42Z
dc.date.issued2020
dc.identifier.citationProcedia Structural Integrity. 2020, 28 648-658.en_US
dc.identifier.issn2452-3216
dc.identifier.urihttps://hdl.handle.net/11250/2712110
dc.description.abstractPb-Sn-Sb alloys (E-alloy) are commonly used in subsea power cable sheathing. Due to the relatively low melting temperature, i.e. around 600 K, this type of alloy is prone to experience microstructural time-dependent evolution such as recovery, relaxation, recrystallization and creep deformation even at room temperature, in contrast to other conventional materials for which involve these mechanisms are activated only at high temperatures. To better understand the deformation mechanisms of Pb-Sn-Sb alloys, small-scale in-situ mechanical testing inside a scanning electron microscope (SEM) has been conducted under both monotonic loading and cyclic loading conditions. Thanks to the in-situ imaging technique, the deformation behavior as well as the damage mechanisms were revealed with high resolution. The possible deformation mechanisms, including the creep behavior, has been discussed and the results can provide necessary input to damage calculations and modelling work of the studied alloy system used for cable sheathing.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.subjectSEMen_US
dc.subjectin-situ testen_US
dc.subjectFatigueen_US
dc.subjectPb-Sn-Sb alloyen_US
dc.subjectCreepen_US
dc.titleTensile and fatigue behavior of a Pb-Sn-Sb alloy investigated via small-scale in-situ mechanical testing in SEMen_US
dc.typeJournal articleen_US
dc.typePeer revieweden_US
dc.description.versionpublishedVersionen_US
dc.rights.holder© 2020 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0). Peer-review under responsibility of the European Structural Integrity Society (ESIS) Exen_US
dc.source.pagenumber648-658en_US
dc.source.volume28en_US
dc.source.journalProcedia Structural Integrityen_US
dc.identifier.doi10.1016/j.prostr.2020.10.075
dc.identifier.cristin1855103
dc.relation.projectNorges forskningsråd: 256367en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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