A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panels

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A quasi-three-dimensional solution for the bending analysis of simply supported orthotropic piezoelectric shallow shell panels subjected to thermal, mechanical and electrical potential is introduced. The mechanical governing equations are derived in term of three-dimensional equilibrium relations an...

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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:20.500.14076/29117
Enlace del recurso:http://hdl.handle.net/20.500.14076/29117
https://doi.org/10.1016/j.compstruct.2021.113710
Nivel de acceso:acceso abierto
Materia:Quasi-exact solution
Differential Quadrature Method
Chebyshev Polynomials
Mechanical and electrical load
https://purl.org/pe-repo/ocde/ford#1.03.03
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dc.title.en.fl_str_mv A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panels
title A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panels
spellingShingle A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panels
Monge, J.C.
Quasi-exact solution
Differential Quadrature Method
Chebyshev Polynomials
Mechanical and electrical load
https://purl.org/pe-repo/ocde/ford#1.03.03
title_short A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panels
title_full A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panels
title_fullStr A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panels
title_full_unstemmed A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panels
title_sort A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panels
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 Quasi-exact solution
Differential Quadrature Method
Chebyshev Polynomials
Mechanical and electrical load
topic Quasi-exact solution
Differential Quadrature Method
Chebyshev Polynomials
Mechanical and electrical load
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 A quasi-three-dimensional solution for the bending analysis of simply supported orthotropic piezoelectric shallow shell panels subjected to thermal, mechanical and electrical potential is introduced. The mechanical governing equations are derived in term of three-dimensional equilibrium relations and the classical Maxwell’s equations. The trough-the-thickness temperature is modeled by the Fourier’s heat conduction equation. The coupled partial differential equations are solved by Navier closed form solutions. The trough-the-thickness profile for electrical potential, temperature profile and displacements is obtained by using a quasi-exact method so-called the differential quadrature method (DQM). Chebyshev polynomials of the third kind are used as the basis functions and the grid thickness domain discretization for the DQM. The interlaminar conditions for transverse stresses, temperature and electrical potential are imposed. The correct traction conditions for transverse stresses and scalar potential function at the top and the bottom are applied. The results for cylindrical, spherical and rectangular plates are presented. The excellent obtained results are compared with layerwise and three-dimensional solutions reported in the literature.
publishDate 2021
dc.date.accessioned.none.fl_str_mv 2026-03-30T19:36:42Z
dc.date.available.none.fl_str_mv 2026-03-30T19:36:42Z
dc.date.issued.fl_str_mv 2021-06
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/20.500.14076/29117
dc.identifier.doi.es.fl_str_mv https://doi.org/10.1016/j.compstruct.2021.113710
url http://hdl.handle.net/20.500.14076/29117
https://doi.org/10.1016/j.compstruct.2021.113710
dc.language.iso.en.fl_str_mv eng
language eng
dc.relation.ispartof.es.fl_str_mv Composite 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/20.500.14076/29117/2/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.2026-03-30T19:36:42Z2026-03-30T19:36:42Z2021-06http://hdl.handle.net/20.500.14076/29117https://doi.org/10.1016/j.compstruct.2021.113710A quasi-three-dimensional solution for the bending analysis of simply supported orthotropic piezoelectric shallow shell panels subjected to thermal, mechanical and electrical potential is introduced. The mechanical governing equations are derived in term of three-dimensional equilibrium relations and the classical Maxwell’s equations. The trough-the-thickness temperature is modeled by the Fourier’s heat conduction equation. The coupled partial differential equations are solved by Navier closed form solutions. The trough-the-thickness profile for electrical potential, temperature profile and displacements is obtained by using a quasi-exact method so-called the differential quadrature method (DQM). Chebyshev polynomials of the third kind are used as the basis functions and the grid thickness domain discretization for the DQM. The interlaminar conditions for transverse stresses, temperature and electrical potential are imposed. The correct traction conditions for transverse stresses and scalar potential function at the top and the bottom are applied. The results for cylindrical, spherical and rectangular plates are presented. The excellent obtained results are compared with layerwise and three-dimensional solutions reported in the literature.Submitted by Quispe Rabanal Flavio (flaviofime@hotmail.com) on 2026-03-30T19:36:42Z No. of bitstreams: 1 monge_j.pdf: 3208519 bytes, checksum: c59bb6763586904fa1712ad145bba3ae (MD5)Made available in DSpace on 2026-03-30T19:36:42Z (GMT). No. of bitstreams: 1 monge_j.pdf: 3208519 bytes, checksum: c59bb6763586904fa1712ad145bba3ae (MD5) Previous issue date: 2021-06Este 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/pdfengELSEVIERComposite 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:UNIQuasi-exact solutionDifferential Quadrature MethodChebyshev PolynomialsMechanical and electrical loadhttps://purl.org/pe-repo/ocde/ford#1.03.03A quasi-exact solution for the analysis of smart multilayered simply supported shallow shell panelsinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a85LICENSElicense.txtlicense.txttext/plain; charset=utf-81748http://cybertesis.uni.edu.pe/bitstream/20.500.14076/29117/2/license.txt8a4605be74aa9ea9d79846c1fba20a33MD5220.500.14076/29117oai:cybertesis.uni.edu.pe:20.500.14076/291172026-03-30 14:40:42.557Repositorio Institucional Universidad Nacional de Ingenieríarepositorio@uni.edu.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