Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shells

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This paper presents an exact solution for the static analysis of magneto-electro-elastic simply supported shallow shells panels. The mechanical equations are derived via equilibrium elasticity relations. The electrical and magnetic governing equations are obtained by electrostatic and magnetostatic...

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Detalles Bibliográficos
Autores: Monge, J.C., Mantari, J.L.
Formato: artículo
Fecha de Publicación:2021
Institución:Universidad Nacional de Ingeniería
Repositorio:UNI-Tesis
Lenguaje:inglés
OAI Identifier:oai:cybertesis.uni.edu.pe:20.500.14076/29118
Enlace del recurso:http://hdl.handle.net/20.500.14076/29118
https://doi.org/10.1016/j.engstruct.2021.112158
Nivel de acceso:acceso abierto
Materia:Magneto-electro-elastic
Mechanical equations
Electrical and magnetic
Lagrange polynomials
https://purl.org/pe-repo/ocde/ford#1.03.03
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dc.title.en.fl_str_mv Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shells
title Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shells
spellingShingle Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shells
Monge, J.C.
Magneto-electro-elastic
Mechanical equations
Electrical and magnetic
Lagrange polynomials
https://purl.org/pe-repo/ocde/ford#1.03.03
title_short Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shells
title_full Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shells
title_fullStr Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shells
title_full_unstemmed Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shells
title_sort Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shells
dc.creator.none.fl_str_mv Monge, J.C.
Mantari, J.L.
Mantari, J.L.
Monge, J.C.
author Monge, J.C.
author_facet Monge, J.C.
Mantari, J.L.
author_role author
author2 Mantari, J.L.
author2_role author
dc.contributor.author.fl_str_mv Monge, J.C.
Mantari, J.L.
dc.subject.en.fl_str_mv Magneto-electro-elastic
Mechanical equations
Electrical and magnetic
Lagrange polynomials
topic Magneto-electro-elastic
Mechanical equations
Electrical and magnetic
Lagrange polynomials
https://purl.org/pe-repo/ocde/ford#1.03.03
dc.subject.ocde.es.fl_str_mv https://purl.org/pe-repo/ocde/ford#1.03.03
description This paper presents an exact solution for the static analysis of magneto-electro-elastic simply supported shallow shells panels. The mechanical equations are derived via equilibrium elasticity relations. The electrical and magnetic governing equations are obtained by electrostatic and magnetostatic equilibrium relations. The shell displacements, electrical and magnetic potential functions are solved analytically by the Navier closed form solutions. The governing equations formulated in terms of thickness coordinate are solved semi-analytically by using the differential quadrature method. The Lagrange polynomials are employed as basis functions. The equations are discretized per each layer by the Chebyshev-Gauss-Lobatto grid distribution. The continuity conditions in the adjacent layers for mechanical displacement, transverse dielectric displacement, electric and magnetic scalar function and transverse magnetic induction are complied. The correct load traction condition is considered at the top and bottom of the shell. Numerical results for spherical, cylindrical and rectangular panels are reported. The results are in excellent agreement with other 3D elasticity solutions reported in the literature so a new benchmark problem for shell is proposed.
publishDate 2021
dc.date.accessioned.none.fl_str_mv 2026-03-30T20:01:30Z
dc.date.available.none.fl_str_mv 2026-03-30T20:01:30Z
dc.date.issued.fl_str_mv 2021-07
dc.type.es.fl_str_mv info:eu-repo/semantics/article
dc.type.version.es.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
format article
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/20.500.14076/29118
dc.identifier.doi.es.fl_str_mv https://doi.org/10.1016/j.engstruct.2021.112158
url http://hdl.handle.net/20.500.14076/29118
https://doi.org/10.1016/j.engstruct.2021.112158
dc.language.iso.en.fl_str_mv eng
language eng
dc.relation.ispartof.es.fl_str_mv Engineering Structures
dc.rights.es.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.uri.es.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.format.es.fl_str_mv application/pdf
dc.publisher.es.fl_str_mv ELSEVIER
dc.source.es.fl_str_mv Universidad Nacional de Ingeniería
Repositorio Institucional - UNI
dc.source.none.fl_str_mv reponame:UNI-Tesis
instname:Universidad Nacional de Ingeniería
instacron:UNI
instname_str Universidad Nacional de Ingeniería
instacron_str UNI
institution UNI
reponame_str UNI-Tesis
collection UNI-Tesis
bitstream.url.fl_str_mv http://cybertesis.uni.edu.pe/bitstream/20.500.14076/29118/2/license.txt
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repository.name.fl_str_mv Repositorio Institucional Universidad Nacional de Ingeniería
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spelling Monge, J.C.Mantari, J.L.Monge, J.C.Mantari, J.L.Mantari, J.L.Monge, J.C.2026-03-30T20:01:30Z2026-03-30T20:01:30Z2021-07http://hdl.handle.net/20.500.14076/29118https://doi.org/10.1016/j.engstruct.2021.112158This paper presents an exact solution for the static analysis of magneto-electro-elastic simply supported shallow shells panels. The mechanical equations are derived via equilibrium elasticity relations. The electrical and magnetic governing equations are obtained by electrostatic and magnetostatic equilibrium relations. The shell displacements, electrical and magnetic potential functions are solved analytically by the Navier closed form solutions. The governing equations formulated in terms of thickness coordinate are solved semi-analytically by using the differential quadrature method. The Lagrange polynomials are employed as basis functions. The equations are discretized per each layer by the Chebyshev-Gauss-Lobatto grid distribution. The continuity conditions in the adjacent layers for mechanical displacement, transverse dielectric displacement, electric and magnetic scalar function and transverse magnetic induction are complied. The correct load traction condition is considered at the top and bottom of the shell. Numerical results for spherical, cylindrical and rectangular panels are reported. The results are in excellent agreement with other 3D elasticity solutions reported in the literature so a new benchmark problem for shell is proposed.Submitted by Quispe Rabanal Flavio (flaviofime@hotmail.com) on 2026-03-30T20:01:30Z No. of bitstreams: 1 monge_j.pdf: 3208519 bytes, checksum: c59bb6763586904fa1712ad145bba3ae (MD5)Made available in DSpace on 2026-03-30T20:01:30Z (GMT). No. of bitstreams: 1 monge_j.pdf: 3208519 bytes, checksum: c59bb6763586904fa1712ad145bba3ae (MD5) Previous issue date: 2021-07Este trabajo fue financiado por el Fondo Nacional de Desarrollo Científico, Tecnológico y de Innovación Tecnológica (Fondecyt - Perú) en el marco del "Desarrollo de materiales avanzados para el diseño de nuevos productos y servicios tecnológicos para la minería Peruana" [número de contrato 032-2019]application/pdfengELSEVIEREngineering Structuresinfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-nd/4.0/Universidad Nacional de IngenieríaRepositorio Institucional - UNIreponame:UNI-Tesisinstname:Universidad Nacional de Ingenieríainstacron:UNIMagneto-electro-elasticMechanical equationsElectrical and magneticLagrange polynomialshttps://purl.org/pe-repo/ocde/ford#1.03.03Three dimensional numerical solution for the bending study of magneto-piezo-elastic spherical and cylindrical shellsinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a85LICENSElicense.txtlicense.txttext/plain; charset=utf-81748http://cybertesis.uni.edu.pe/bitstream/20.500.14076/29118/2/license.txt8a4605be74aa9ea9d79846c1fba20a33MD5220.500.14076/29118oai:cybertesis.uni.edu.pe:20.500.14076/291182026-03-30 16:42:49.588Repositorio Institucional Universidad Nacional de Ingenieríarepositorio@uni.edu.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