Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions

Detalhes bibliográficos
Autor(a) principal: Fard,K. Malekzadeh
Data de Publicação: 2014
Outros Autores: Livani,M., veisi,A., Gholami,M.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Latin American journal of solids and structures (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014000900006
Resumo: For the first time, the bending analysis of a double curved sandwich panel was presented which was subjected to point load, uniform distributed load on a patch, and harmonic distributed loads and was based on a new improved higher order sandwich panel theory. Since the cross-sectional warping was accurately modeled by this theory, it did not require any shear correction factor. Also, the present analysis incorporated trapezoidal shape factor (the 1+z/R terms) of a curved panel element. Geometry was used for the consideration of different radii curvatures of the face sheets, while the core was unique. Unlike most of other reference works, the core can have non-uniform thickness. The governing equations were derived by the principle of minimum potential energy. The effects of types of boundary conditions, types of applied loads, core to panel, and radii curvatures ratios on the bending response were also studied.
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spelling Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditionsBendingPoint loadUniform distributed loadDoubly curvedImproved higher order theoryFor the first time, the bending analysis of a double curved sandwich panel was presented which was subjected to point load, uniform distributed load on a patch, and harmonic distributed loads and was based on a new improved higher order sandwich panel theory. Since the cross-sectional warping was accurately modeled by this theory, it did not require any shear correction factor. Also, the present analysis incorporated trapezoidal shape factor (the 1+z/R terms) of a curved panel element. Geometry was used for the consideration of different radii curvatures of the face sheets, while the core was unique. Unlike most of other reference works, the core can have non-uniform thickness. The governing equations were derived by the principle of minimum potential energy. The effects of types of boundary conditions, types of applied loads, core to panel, and radii curvatures ratios on the bending response were also studied.Associação Brasileira de Ciências Mecânicas2014-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014000900006Latin American Journal of Solids and Structures v.11 n.9 2014reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/S1679-78252014000900006info:eu-repo/semantics/openAccessFard,K. MalekzadehLivani,M.veisi,A.Gholami,M.eng2014-06-16T00:00:00Zoai:scielo:S1679-78252014000900006Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2014-06-16T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false
dc.title.none.fl_str_mv Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
spellingShingle Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
Fard,K. Malekzadeh
Bending
Point load
Uniform distributed load
Doubly curved
Improved higher order theory
title_short Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title_full Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title_fullStr Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title_full_unstemmed Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title_sort Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
author Fard,K. Malekzadeh
author_facet Fard,K. Malekzadeh
Livani,M.
veisi,A.
Gholami,M.
author_role author
author2 Livani,M.
veisi,A.
Gholami,M.
author2_role author
author
author
dc.contributor.author.fl_str_mv Fard,K. Malekzadeh
Livani,M.
veisi,A.
Gholami,M.
dc.subject.por.fl_str_mv Bending
Point load
Uniform distributed load
Doubly curved
Improved higher order theory
topic Bending
Point load
Uniform distributed load
Doubly curved
Improved higher order theory
description For the first time, the bending analysis of a double curved sandwich panel was presented which was subjected to point load, uniform distributed load on a patch, and harmonic distributed loads and was based on a new improved higher order sandwich panel theory. Since the cross-sectional warping was accurately modeled by this theory, it did not require any shear correction factor. Also, the present analysis incorporated trapezoidal shape factor (the 1+z/R terms) of a curved panel element. Geometry was used for the consideration of different radii curvatures of the face sheets, while the core was unique. Unlike most of other reference works, the core can have non-uniform thickness. The governing equations were derived by the principle of minimum potential energy. The effects of types of boundary conditions, types of applied loads, core to panel, and radii curvatures ratios on the bending response were also studied.
publishDate 2014
dc.date.none.fl_str_mv 2014-01-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014000900006
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014000900006
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1679-78252014000900006
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
dc.source.none.fl_str_mv Latin American Journal of Solids and Structures v.11 n.9 2014
reponame:Latin American journal of solids and structures (Online)
instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
instname_str Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron_str ABCM
institution ABCM
reponame_str Latin American journal of solids and structures (Online)
collection Latin American journal of solids and structures (Online)
repository.name.fl_str_mv Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
repository.mail.fl_str_mv abcm@abcm.org.br||maralves@usp.br
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