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Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shell

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This paper presents an exact solution for doubly-curved shells subjected to thermal loads. The solution is based on equilibrium equations. The through-the-thickness shell temperature is calculated using the Fourier’s heat conduction equation. The governing equations for displacement and temperature...

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Detalles Bibliográficos
Autores: Monge, J.C., Mantari, J.L.
Formato: artículo
Fecha de Publicación:2020
Institución:Universidad Nacional de Ingeniería
Repositorio:UNI-Tesis
Lenguaje:inglés
OAI Identifier:oai:cybertesis.uni.edu.pe:20.500.14076/29116
Enlace del recurso:http://hdl.handle.net/20.500.14076/29116
https://doi.org/10.1016/j.compstruct.2020.112323
Nivel de acceso:acceso abierto
Materia:Equilibrium equations
Thermo-mechanical
Navier method
Differential quadrature method (DQM).
https://purl.org/pe-repo/ocde/ford#1.03.03
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oai_identifier_str oai:cybertesis.uni.edu.pe:20.500.14076/29116
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network_name_str UNI-Tesis
repository_id_str 1534
dc.title.en.fl_str_mv Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shell
title Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shell
spellingShingle Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shell
Monge, J.C.
Equilibrium equations
Thermo-mechanical
Navier method
Differential quadrature method (DQM).
https://purl.org/pe-repo/ocde/ford#1.03.03
title_short Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shell
title_full Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shell
title_fullStr Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shell
title_full_unstemmed Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shell
title_sort Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shell
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 Equilibrium equations
Thermo-mechanical
Navier method
Differential quadrature method (DQM).
topic Equilibrium equations
Thermo-mechanical
Navier method
Differential quadrature method (DQM).
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 doubly-curved shells subjected to thermal loads. The solution is based on equilibrium equations. The through-the-thickness shell temperature is calculated using the Fourier’s heat conduction equation. The governing equations for displacement and temperature are solved using Navier method, which is valid for shell panels with constant curvature and simply-supported edges. The governing equations for temperature and displacements are in term of the thickness variable and they are solved using the differential quadrature method (DQM). The structures are discretized by each layer applying the Chebyshev-Gauss-Lobatto grid distribution. Lagrange interpolation polynomials are used as basis functions. The inter-laminar continuity of transverse stresses and displacements is imposed. The out-of-plane zero-stresses condition are imposed at the top and bottom of the shell since no mechanical loadings are considered in the presented study. The results for spherical, cylindrical and rectangular plates are presented. The results demonstrate the capability of DQM to produce 3D elasticity when compared with other highly accurate available solutions. Consequently, the method can be used to solve multifield problems in continuum mechanics.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2026-03-30T19:00:41Z
dc.date.available.none.fl_str_mv 2026-03-30T19:00:41Z
dc.date.issued.fl_str_mv 2020-08
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/20.500.14076/29116
dc.identifier.doi.es.fl_str_mv https://doi.org/10.1016/j.compstruct.2020.112323
url http://hdl.handle.net/20.500.14076/29116
https://doi.org/10.1016/j.compstruct.2020.112323
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/20.500.14076/29116/2/license.txt
bitstream.checksum.fl_str_mv 8a4605be74aa9ea9d79846c1fba20a33
bitstream.checksumAlgorithm.fl_str_mv MD5
repository.name.fl_str_mv Repositorio Institucional Universidad Nacional de Ingeniería
repository.mail.fl_str_mv repositorio@uni.edu.pe
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spelling Monge, J.C.Mantari, J.L.Monge, J.C.Mantari, J.L.Mantari, J.L.Monge, J.C.2026-03-30T19:00:41Z2026-03-30T19:00:41Z2020-08http://hdl.handle.net/20.500.14076/29116https://doi.org/10.1016/j.compstruct.2020.112323This paper presents an exact solution for doubly-curved shells subjected to thermal loads. The solution is based on equilibrium equations. The through-the-thickness shell temperature is calculated using the Fourier’s heat conduction equation. The governing equations for displacement and temperature are solved using Navier method, which is valid for shell panels with constant curvature and simply-supported edges. The governing equations for temperature and displacements are in term of the thickness variable and they are solved using the differential quadrature method (DQM). The structures are discretized by each layer applying the Chebyshev-Gauss-Lobatto grid distribution. Lagrange interpolation polynomials are used as basis functions. The inter-laminar continuity of transverse stresses and displacements is imposed. The out-of-plane zero-stresses condition are imposed at the top and bottom of the shell since no mechanical loadings are considered in the presented study. The results for spherical, cylindrical and rectangular plates are presented. The results demonstrate the capability of DQM to produce 3D elasticity when compared with other highly accurate available solutions. Consequently, the method can be used to solve multifield problems in continuum mechanics.Submitted by Quispe Rabanal Flavio (flaviofime@hotmail.com) on 2026-03-30T19:00:41Z No. of bitstreams: 1 monge_j.pdf: 3208519 bytes, checksum: c59bb6763586904fa1712ad145bba3ae (MD5)Made available in DSpace on 2026-03-30T19:00:41Z (GMT). No. of bitstreams: 1 monge_j.pdf: 3208519 bytes, checksum: c59bb6763586904fa1712ad145bba3ae (MD5) Previous issue date: 2020-08Este 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:UNIEquilibrium equationsThermo-mechanicalNavier methodDifferential quadrature method (DQM).https://purl.org/pe-repo/ocde/ford#1.03.03Exact solution of thermo-mechanical analysis of laminated composite and sandwich doubly-curved shellinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a85LICENSElicense.txtlicense.txttext/plain; charset=utf-81748http://cybertesis.uni.edu.pe/bitstream/20.500.14076/29116/2/license.txt8a4605be74aa9ea9d79846c1fba20a33MD5220.500.14076/29116oai:cybertesis.uni.edu.pe:20.500.14076/291162026-03-30 14:10:22.266Repositorio Institucional Universidad Nacional de Ingenieríarepositorio@uni.edu.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