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A boundary element method formulation for modal analysis of doubly curved thick shallow shells

dc.creatorUseche Vivero, Jairo
dc.creatorHarnish C.
dc.date.accessioned2020-03-26T16:32:43Z
dc.date.available2020-03-26T16:32:43Z
dc.date.issued2016
dc.identifier.citationApplied Mathematical Modelling; Vol. 40, Núm. 5-6; pp. 3591-3600
dc.identifier.issn0307904X
dc.identifier.urihttps://hdl.handle.net/20.500.12585/8991
dc.description.abstractThe study of vibrations of shells is an important aspect in the design of thin-walled structures. In general, analytical solutions for the natural frequencies of shells are not possible, and computational techniques are required. In this paper, modal analysis of shallow shells using a new boundary element method formulation is presented. The proposed formulation is based on a direct time-domain integration using the elastostatic fundamental solutions for both in-plane elasticity and shear-deformable plates. We modeled shallow shells by coupling the boundary element formulation of a shear-deformable plate and the two-dimensional plane stress elasticity. Effects of shear deformation and rotatory inertia were included in the formulation. Domain integrals related to inertial terms were treated by the dual reciprocity boundary element method. Numerical examples are presented to demonstrate the efficiency and accuracy of the proposed formulation. © 2015 Elsevier Inc.eng
dc.format.mediumRecurso electrónico
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherElsevier Inc.
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourcehttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84958163726&doi=10.1016%2fj.apm.2015.09.082&partnerID=40&md5=09ba19a7f4dbcbc770954c259f8ccafc
dc.titleA boundary element method formulation for modal analysis of doubly curved thick shallow shells
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datacite.rightshttp://purl.org/coar/access_right/c_16ec
oaire.resourceTypehttp://purl.org/coar/resource_type/c_6501
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.driverinfo:eu-repo/semantics/article
dc.type.hasversioninfo:eu-repo/semantics/publishedVersion
dc.identifier.doi10.1016/j.apm.2015.09.082
dc.subject.keywordsBoundary element method
dc.subject.keywordsDoubly curved shallow shells
dc.subject.keywordsDual reciprocity boundary element method
dc.subject.keywordsFree vibration
dc.subject.keywordsModal analysis
dc.subject.keywordsThick shells
dc.subject.keywordsElasticity
dc.subject.keywordsModal analysis
dc.subject.keywordsPlates (structural components)
dc.subject.keywordsSailing vessels
dc.subject.keywordsShear deformation
dc.subject.keywordsShear flow
dc.subject.keywordsShells (structures)
dc.subject.keywordsThin walled structures
dc.subject.keywordsTime domain analysis
dc.subject.keywordsVibration analysis
dc.subject.keywordsBoundary element formulations
dc.subject.keywordsComputational technique
dc.subject.keywordsDual reciprocity boundary element method
dc.subject.keywordsFree vibration
dc.subject.keywordsFundamental solutions
dc.subject.keywordsShallow shells
dc.subject.keywordsShear deformable plate
dc.subject.keywordsThick shells
dc.subject.keywordsBoundary element method
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.rights.ccAtribución-NoComercial 4.0 Internacional
dc.identifier.instnameUniversidad Tecnológica de Bolívar
dc.identifier.reponameRepositorio UTB
dc.description.notesThe authors are grateful to the Research Office of Universidad Tecnológica de Bolívar for supporting this research work.
dc.type.spaArtículo
dc.identifier.orcid24537991200
dc.identifier.orcid56974175900


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