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dc.contributor.authorDel Toro Llorens, Alvaro
dc.contributor.authorKiendl, Josef
dc.date.accessioned2022-07-07T08:06:36Z
dc.date.available2022-07-07T08:06:36Z
dc.date.created2022-01-10T14:57:24Z
dc.date.issued2021
dc.identifier.citationComputers & structures. 2021, 256 .en_US
dc.identifier.issn0045-7949
dc.identifier.urihttps://hdl.handle.net/11250/3003385
dc.description.abstractIn this paper, the isogeometric formulations of the finite element and boundary element methods are applied to the dynamic analysis of thin-walled structures submerged in an infinite, inviscid, and incompressible fluid medium. This fluid–structure interaction problem is decoupled using the modal analysis technique, and the fluid effect on the structure is taken into account through the generalized added mass matrix. The structure is modeled with NURBS-based Kirchhoff–Love shell elements. The fluid response is computed using a regularized boundary integral equation. We take advantage of the geometry preserving property of the NURBS refinement techniques to reduce the computational cost without the need for a projection scheme. The implementation is benchmarked with three test cases, and good accuracy is obtained for a relatively low number of degrees of freedom.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleAn isogeometric finite element-boundary element approach for the vibration analysis of submerged thin-walled structuresen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber17en_US
dc.source.volume256en_US
dc.source.journalComputers & structuresen_US
dc.identifier.doi10.1016/j.compstruc.2021.106636
dc.identifier.cristin1977697
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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