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dc.contributor.authorMartin, Tobias
dc.contributor.authorKamath, Arun
dc.contributor.authorBihs, Hans
dc.date.accessioned2022-02-14T12:18:32Z
dc.date.available2022-02-14T12:18:32Z
dc.date.created2019-08-09T11:26:38Z
dc.date.issued2019
dc.identifier.citationJournal of Offshore Mechanics and Arctic Engineering. 2019, 142 (140), .en_US
dc.identifier.issn0892-7219
dc.identifier.urihttps://hdl.handle.net/11250/2978769
dc.description.abstractThe derivation of a discrete mooring model for floating structures is presented in this paper. The method predicts the steady-state solution for the shape of an elastic cable and the tension forces under consideration of static loads. It is based on a discretization of the cable in mass points connected with straight but elastic bars. The successive approximation is applied to the resulting system of equations which leads to a significant reduction of the matrix size in comparison to the matrix of a Newton–Raphson method. The mooring model is implemented in the open-source computational fluid dynamics (CFD) model REEF3D. The solver has been used to study various problems in the field of wave hydrodynamics and fluid–structure interaction. It includes floating structures through a level set function and captures its motion using Newton and Euler equations in six degrees-of-freedom (6DOF). The fluid–structure interaction is solved explicitly using an immersed boundary method based on the ghost cell method. The applications show the accuracy of the solver and the effects of mooring on the motion of floating structures.en_US
dc.language.isoengen_US
dc.publisherASMEen_US
dc.titleModeling and Simulation of Moored-Floating Structures Using the Tension Element Methoden_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionacceptedVersionen_US
dc.rights.holderThis article will not be available due to copyright restrictions by ASMEen_US
dc.source.pagenumber8en_US
dc.source.volume142en_US
dc.source.journalJournal of Offshore Mechanics and Arctic Engineeringen_US
dc.source.issue140en_US
dc.identifier.doi10.1115/1.4044289
dc.identifier.cristin1715012
dc.relation.projectNotur/NorStore: NN2620Ken_US
dc.relation.projectNorges forskningsråd: 267981en_US
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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