Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/81531
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorGhalandari, M-
dc.creatorBornassi, S-
dc.creatorShamshirband, S-
dc.creatorMosavi, A-
dc.creatorChau, KW-
dc.date.accessioned2019-10-28T05:45:57Z-
dc.date.available2019-10-28T05:45:57Z-
dc.identifier.issn1994-2060-
dc.identifier.urihttp://hdl.handle.net/10397/81531-
dc.language.isoenen_US
dc.publisherHong Kong Polytechnic University, Department of Civil and Structural Engineeringen_US
dc.rights© 2019 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_US
dc.rightsThe following publication Ghalandari, M., Bornassi, S., Shamshirband, S., Mosavi, A., & Chau, K. W. (2019). Investigation of submerged structures’ flexibility on sloshing frequency using a boundary element method and finite element analysis. Engineering Applications of Computational Fluid Mechanics, 13(1), 519-528, is available at https://doi.org/10.1080/19942060.2019.1619197en_US
dc.subjectFinite element method (FEM)en_US
dc.subjectFluid–structure interactionen_US
dc.subjectBoundary element method (BEM)en_US
dc.subjectReduced order modelingen_US
dc.subjectSubmerged elastic structureen_US
dc.titleInvestigation of submerged structures’ flexibility on sloshing frequency using a boundary element method and finite element analysisen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage519-
dc.identifier.epage528-
dc.identifier.volume13-
dc.identifier.issue1-
dc.identifier.doi10.1080/19942060.2019.1619197-
dcterms.abstractIn this study, the boundary element method–finite element method (BEM-FEM) model is employed to investigate the sloshing and flexibility terms of elastic submerged structures on the behavior of a coupled domain. The methods are finite element and boundary elements which are utilized for structural dynamic and sloshing modeling, respectively. The applied models are used to assess dynamic parameters of a fluid-structure system. Based on the proposed model, a code is developed which can be applied to an arbitrary two- and three- dimensional tank with an arbitrarily shaped elastic submerged structure. Results are validated based on the existing methods represented in the literature and it is concluded that the absolute relative deviation is lower than 2%. Finally, the interactive influences of submerged components which are more meaningful are investigated.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering applications of computational fluid mechanics, 2019, v. 13, no. 1, p. 519-528-
dcterms.isPartOfEngineering applications of computational fluid mechanics-
dcterms.issued2019-
dc.identifier.scopus2-s2.0-85069528021-
dc.identifier.eissn1997-003X-
dc.description.validate201910 bcma-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.pubStatusPublisheden_US
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