Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
Autor(a) principal: | |
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Data de Publicação: | 2014 |
Outros Autores: | , , |
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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Latin American journal of solids and structures (Online) |
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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 |
_version_ |
1754302887651966976 |