Boundary element analysis of shear deformable shallow shells under harmonic excitation

dc.creatorUseche Vivero, Jairo
dc.date.accessioned2020-03-26T16:32:50Z
dc.date.available2020-03-26T16:32:50Z
dc.date.created2020-03-26T16:32:50Z
dc.date.issued2014
dc.identifierCMES - Computer Modeling in Engineering and Sciences; Vol. 100, Núm. 2; pp. 105-118
dc.identifier15261492
dc.identifierhttps://hdl.handle.net/20.500.12585/9051
dc.identifierUniversidad Tecnológica de Bolívar
dc.identifierRepositorio UTB
dc.identifier24537991200
dc.description.abstractIn this work, the harmonic analysis of shallow shells using the Boundary Element Method, is presented. The proposed boundary element formulation is based on a direct time-domain integration using the elastostatic fundamental solutions for both in-plane elasticity and shear deformable plates. Shallow shell was modeled coupling boundary element formulation of shear deformable plate and 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 using the Dual Reciprocity Boundary Element Method. Numerical examples are presented to demonstrate the efficiency and accuracy of the proposed formulation. Copyright © 2014 Tech Science Press
dc.languageeng
dc.publisherTech Science Press
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsinfo:eu-repo/semantics/restrictedAccess
dc.rightsAtribución-NoComercial 4.0 Internacional
dc.sourcehttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84909646731&partnerID=40&md5=15a0c7707d8fae92fd6b3cde370af968
dc.titleBoundary element analysis of shear deformable shallow shells under harmonic excitation


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