Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.11851/7465
Full metadata record
DC FieldValueLanguage
dc.contributor.authorVuruşkan, İlker-
dc.contributor.authorSert, Cüneyt-
dc.contributor.authorÖzer, Mehmet Bülent-
dc.date.accessioned2021-09-11T15:57:11Z-
dc.date.available2021-09-11T15:57:11Z-
dc.date.issued2014en_US
dc.identifier.citation12th ASME Biennial Conference on Engineering Systems Design and Analysis (ESDA2014) -- JUN 25-27, 2014 -- Copenhagen, DENMARKen_US
dc.identifier.isbn978-0-7918-4584-4-
dc.identifier.urihttps://hdl.handle.net/20.500.11851/7465-
dc.description.abstractIn the last decade, there is a renewed interest in the integration of a sloshing tank into structural systems to decrease the vibrations of the structure. The purpose of this study is to try different numerical simulation programs for further use in studies in evaluation of the effectiveness of the sloshing tank absorbers for structural systems. The programs chosen for sloshing simulations are COMSOL Multiphysics, ANSYS CFX and ANSYS-FLUENT. In the numerical simulations, the free surface shape during sloshing will be simulated under small and large amplitude sinusoidal displacements. The results obtained using different software will be compared with the results of the experiments reported in literature. Since the purpose is to use the sloshing forces on the container to decrease the structural response, the total force on the container walls is calculated and compared with the reported experimental results. The dynamics of a container coupled with the a structural model is simulated and forces applied on the container walls are analyzed in the frequency domain which is important in understanding the tuning of the vibration absorber. To the best of authors' knowledge, in a fluid-structure coupled system the frequency domain analysis of the container wall forces at varying amplitudes of sinusoidal excitation is not presented in literature. The results showed even though higher harmonic forcing magnitudes increase with increasing base motion, the fundamental harmonic component does not change significantly.en_US
dc.description.sponsorshipASMEen_US
dc.language.isoenen_US
dc.publisherAmer Soc Mechanical Engineersen_US
dc.relation.ispartofProceedings of The Asme 12Th Biennial Conference On Engineering Systems Design And Analysis - 2014, Vol 2en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject[No Keywords]en_US
dc.titleSimulation of Fluid Sloshing for Decreasing the Response of Structural Systemsen_US
dc.typeConference Objecten_US
dc.departmentFaculties, Faculty of Engineering, Department of Mechanical Engineeringen_US
dc.departmentFakülteler, Mühendislik Fakültesi, Makine Mühendisliği Bölümütr_TR
dc.authorid0000-0002-0380-5125-
dc.identifier.wosWOS:000361405700069en_US
dc.identifier.scopus2-s2.0-84916899310en_US
dc.institutionauthorÖzer, Mehmet Bülent-
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.relation.conference12th ASME Biennial Conference on Engineering Systems Design and Analysis (ESDA2014)en_US
item.openairetypeConference Object-
item.languageiso639-1en-
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
crisitem.author.dept02.7. Department of Mechanical Engineering-
Appears in Collections:Makine Mühendisliği Bölümü / Department of Mechanical Engineering
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
Show simple item record



CORE Recommender

Page view(s)

56
checked on Dec 23, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.