dc.creatorUseche Vivero, Jairo
dc.creatorMedina C.
dc.date.accessioned2020-03-26T16:32:32Z
dc.date.available2020-03-26T16:32:32Z
dc.date.created2020-03-26T16:32:32Z
dc.date.issued2018
dc.identifierComposite Structures; Vol. 199, pp. 24-37
dc.identifier02638223
dc.identifierhttps://hdl.handle.net/20.500.12585/8868
dc.identifier10.1016/j.compstruct.2018.05.044
dc.identifierUniversidad Tecnológica de Bolívar
dc.identifierRepositorio UTB
dc.identifier24537991200
dc.identifier57202660842
dc.description.abstractIn this work, a Boundary Element Method formulation for stress analysis of symmetrically laminated composite thick shallow shells is presented. The proposed formulation was obtained by coupling the boundary element formulation of shear deformable symmetrically laminated composite plates and the boundary element formulation for two-dimensional anisotropic plane stress analysis. Formulation uses the elastostatic anisotropic fundamental solutions proposed for these formulations. Domain integrals are transformed to the boundary by using the Radial Integration Method. Numerical examples are presented to demonstrate the efficiency and accuracy of the formulation. Obtained results concur with results available in the literature as well as with finite element results. © 2018 Elsevier Ltd
dc.languageeng
dc.publisherElsevier Ltd
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-s2.0-85047209627&doi=10.1016%2fj.compstruct.2018.05.044&partnerID=40&md5=d1de27f71263191ce3a1eb1a81256eba
dc.titleBoundary element analysis of laminated composite shear deformable shallow shells


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