Computational semi-analytical method for the 3D elasticity bending solution of laminated composite and sandwich doubly-curved shells
Descripción del Articulo
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...
Autores: | , , |
---|---|
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 |
id |
CONC_934725e4b570ef2b191c80a898959a28 |
---|---|
oai_identifier_str |
oai:repositorio.concytec.gob.pe:20.500.12390/2808 |
network_acronym_str |
CONC |
network_name_str |
CONCYTEC-Institucional |
repository_id_str |
4689 |
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 |
_version_ |
1839175580123136000 |
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 |
score |
13.430107 |
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).