Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells

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In this paper, a three-dimensional numerical solution for the bending study of laminated composite doubly-curved shells is presented. The partial differential equations are solved analytically by the Navier summation for the midsurface variables; this method is only valid for shells with constant cu...

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Detalles Bibliográficos
Autores: Monge, J. C., Mantari, J. L., Arciniega, R. A.
Formato: artículo
Fecha de Publicación:2020
Institución:Consejo Nacional de Ciencia Tecnología e Innovación
Repositorio:CONCYTEC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.concytec.gob.pe:20.500.12390/2808
Enlace del recurso:https://hdl.handle.net/20.500.12390/2808
https://doi.org/10.1016/j.engstruct.2020.110938
Nivel de acceso:acceso abierto
Materia:Civil and Structural Engineering
http://purl.org/pe-repo/ocde/ford#2.01.01
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network_name_str CONCYTEC-Institucional
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dc.title.none.fl_str_mv Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells
title Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells
spellingShingle Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells
Monge, J. C.
Civil and Structural Engineering
http://purl.org/pe-repo/ocde/ford#2.01.01
title_short Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells
title_full Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells
title_fullStr Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells
title_full_unstemmed Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells
title_sort Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells
author Monge, J. C.
author_facet Monge, J. C.
Mantari, J. L.
Arciniega, R. A.
author_role author
author2 Mantari, J. L.
Arciniega, R. A.
author2_role author
author
dc.contributor.author.fl_str_mv Monge, J. C.
Mantari, J. L.
Arciniega, R. A.
dc.subject.none.fl_str_mv Civil and Structural Engineering
topic Civil and Structural Engineering
http://purl.org/pe-repo/ocde/ford#2.01.01
dc.subject.ocde.none.fl_str_mv http://purl.org/pe-repo/ocde/ford#2.01.01
description In this paper, a three-dimensional numerical solution for the bending study of laminated composite doubly-curved shells is presented. The partial differential equations are solved analytically by the Navier summation for the midsurface variables; this method is only valid for shells with constant curvature where boundary conditions are considered simply supported. The partial differential equations present different coefficients, which depend on the thickness coordinates. A semi-analytical solution and the so-called Differential Quadrature Method are used to calculate an approximated derivative of a certain function by a weighted summation of the function evaluated in a certain grin domain. Each layer is discretized by a grid point distribution such as: Chebyshev-Gauss-Lobatto, Legendre, Ding and Uniform. As part of the formulation, the inter-laminar continuity conditions of displacements and transverse shear stresses between the interfaces of two layers are imposed. The proper traction conditions at the top and bottom of the shell due to applied transverse loadings are also considered. The present results are compared with other 3D solutions available in the literature, classical 2D models, Layer-wise models, etc. Comparison of the results show that the present formulation correctly predicts through-the-thickness distributions for stresses and displacements while maintaining a low computational cost.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2024-05-30T23:13:38Z
dc.date.available.none.fl_str_mv 2024-05-30T23:13:38Z
dc.date.issued.fl_str_mv 2020
dc.type.none.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12390/2808
dc.identifier.doi.none.fl_str_mv https://doi.org/10.1016/j.engstruct.2020.110938
url https://hdl.handle.net/20.500.12390/2808
https://doi.org/10.1016/j.engstruct.2020.110938
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.ispartof.none.fl_str_mv ENGINEERING STRUCTURES
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Elsevier BV
publisher.none.fl_str_mv Elsevier BV
dc.source.none.fl_str_mv reponame:CONCYTEC-Institucional
instname:Consejo Nacional de Ciencia Tecnología e Innovación
instacron:CONCYTEC
instname_str Consejo Nacional de Ciencia Tecnología e Innovación
instacron_str CONCYTEC
institution CONCYTEC
reponame_str CONCYTEC-Institucional
collection CONCYTEC-Institucional
repository.name.fl_str_mv Repositorio Institucional CONCYTEC
repository.mail.fl_str_mv repositorio@concytec.gob.pe
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spelling Publicationrp07526600rp07525600rp07524600Monge, J. C.Mantari, J. L.Arciniega, R. A.2024-05-30T23:13:38Z2024-05-30T23:13:38Z2020https://hdl.handle.net/20.500.12390/2808https://doi.org/10.1016/j.engstruct.2020.110938In this paper, a three-dimensional numerical solution for the bending study of laminated composite doubly-curved shells is presented. The partial differential equations are solved analytically by the Navier summation for the midsurface variables; this method is only valid for shells with constant curvature where boundary conditions are considered simply supported. The partial differential equations present different coefficients, which depend on the thickness coordinates. A semi-analytical solution and the so-called Differential Quadrature Method are used to calculate an approximated derivative of a certain function by a weighted summation of the function evaluated in a certain grin domain. Each layer is discretized by a grid point distribution such as: Chebyshev-Gauss-Lobatto, Legendre, Ding and Uniform. As part of the formulation, the inter-laminar continuity conditions of displacements and transverse shear stresses between the interfaces of two layers are imposed. The proper traction conditions at the top and bottom of the shell due to applied transverse loadings are also considered. The present results are compared with other 3D solutions available in the literature, classical 2D models, Layer-wise models, etc. Comparison of the results show that the present formulation correctly predicts through-the-thickness distributions for stresses and displacements while maintaining a low computational cost.Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica - ConcytecengElsevier BVENGINEERING STRUCTURESinfo:eu-repo/semantics/openAccessCivil and Structural Engineeringhttp://purl.org/pe-repo/ocde/ford#2.01.01-1Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shellsinfo:eu-repo/semantics/articlereponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTEC20.500.12390/2808oai:repositorio.concytec.gob.pe:20.500.12390/28082024-05-30 16:11:34.846http://purl.org/coar/access_right/c_14cbinfo:eu-repo/semantics/closedAccessmetadata only accesshttps://repositorio.concytec.gob.peRepositorio Institucional CONCYTECrepositorio@concytec.gob.pe#PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="6855b090-5ab9-4acb-86ca-63eb762b4781"> <Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type> <Language>eng</Language> <Title>Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells</Title> <PublishedIn> <Publication> <Title>ENGINEERING STRUCTURES</Title> </Publication> </PublishedIn> <PublicationDate>2020</PublicationDate> <DOI>https://doi.org/10.1016/j.engstruct.2020.110938</DOI> <Authors> <Author> <DisplayName>Monge, J. C.</DisplayName> <Person id="rp07526" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Mantari, J. L.</DisplayName> <Person id="rp07525" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Arciniega, R. A.</DisplayName> <Person id="rp07524" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>Elsevier BV</DisplayName> <OrgUnit /> </Publisher> </Publishers> <Keyword>Civil and Structural Engineering</Keyword> <Abstract>In this paper, a three-dimensional numerical solution for the bending study of laminated composite doubly-curved shells is presented. The partial differential equations are solved analytically by the Navier summation for the midsurface variables; this method is only valid for shells with constant curvature where boundary conditions are considered simply supported. The partial differential equations present different coefficients, which depend on the thickness coordinates. A semi-analytical solution and the so-called Differential Quadrature Method are used to calculate an approximated derivative of a certain function by a weighted summation of the function evaluated in a certain grin domain. Each layer is discretized by a grid point distribution such as: Chebyshev-Gauss-Lobatto, Legendre, Ding and Uniform. As part of the formulation, the inter-laminar continuity conditions of displacements and transverse shear stresses between the interfaces of two layers are imposed. The proper traction conditions at the top and bottom of the shell due to applied transverse loadings are also considered. The present results are compared with other 3D solutions available in the literature, classical 2D models, Layer-wise models, etc. Comparison of the results show that the present formulation correctly predicts through-the-thickness distributions for stresses and displacements while maintaining a low computational cost.</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1
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