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dc.contributor.authorLongva, Vegard
dc.contributor.authorSævik, Svein
dc.date.accessioned2018-01-18T13:48:21Z
dc.date.available2018-01-18T13:48:21Z
dc.date.created2016-02-29T10:24:50Z
dc.date.issued2016
dc.identifier.citationMarine Structures. 2016, 46 229-254.nb_NO
dc.identifier.issn0951-8339
dc.identifier.urihttp://hdl.handle.net/11250/2478176
dc.description.abstractIn this paper a new framework for FE simulation of reeling operations that utilizes a Lagrangian–Eulerian description of the beam kinematics is proposed. In contrast to the conventional Lagrangian approach, the material is enabled to flow with an axial velocity through a nearly space-fixed beam mesh. This gives far more effective and robust simulations since the length of the beam model reduces significantly and because the contact geometry undergoes less changes. The main ingredients of the Lagrangian–Eulerian framework and a flexible pipe beam model are presented. An idealized spoolbase-vessel load-out operation is considered in order to gain insight into the torsional failures experienced by subsea contractors in recent years. Here, three different mechanisms were found to provoke torsional failure of the pipe. Strategies to avoid the torsional failures and FE modeling remarks are provided.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleOn prediction of torque in flexible pipe reeling operations using a Lagrangian-Eulerian FE frameworknb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber229-254nb_NO
dc.source.volume46nb_NO
dc.source.journalMarine Structuresnb_NO
dc.identifier.doi10.1016/j.marstruc.2016.01.004
dc.identifier.cristin1340699
dc.relation.projectNorges forskningsråd: 237929nb_NO
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2017 by Elseviernb_NO
cristin.unitcode194,64,20,0
cristin.unitnameInstitutt for marin teknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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