Buckling analysis of laminated sandwich beam with soft core
Autor(a) principal: | |
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Data de Publicação: | 2012 |
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=S1679-78252012000300004 |
Resumo: | Stability analysis of laminated soft core sandwich beam has been studied by a C0 FE model developed by the authors based on higher order zigzag theory (HOZT). The in-plane displacement variation is considered to be cubic for the face sheets and the core, while transverse displacement is quadratic within the core and constant in the faces beyond the core. The proposed model satisfies the condition of stress continuity at the layer interfaces and the zero stress condition at the top and bottom of the beam for transverse shear. Numerical examples are presented to illustrate the accuracy of the present model. |
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Latin American journal of solids and structures (Online) |
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Buckling analysis of laminated sandwich beam with soft coreSandwich beamSoft coreZigzag theoryFinite elementStress continuityStability analysis of laminated soft core sandwich beam has been studied by a C0 FE model developed by the authors based on higher order zigzag theory (HOZT). The in-plane displacement variation is considered to be cubic for the face sheets and the core, while transverse displacement is quadratic within the core and constant in the faces beyond the core. The proposed model satisfies the condition of stress continuity at the layer interfaces and the zero stress condition at the top and bottom of the beam for transverse shear. Numerical examples are presented to illustrate the accuracy of the present model.Associação Brasileira de Ciências Mecânicas2012-06-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252012000300004Latin American Journal of Solids and Structures v.9 n.3 2012reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/S1679-78252012000300004info:eu-repo/semantics/openAccessChakrabarti,AnupamChalak,H.DIqbal,Mohd. AshrafSheikh,Abdul Hamideng2013-01-17T00:00:00Zoai:scielo:S1679-78252012000300004Revistahttp://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:2013-01-17T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
Buckling analysis of laminated sandwich beam with soft core |
title |
Buckling analysis of laminated sandwich beam with soft core |
spellingShingle |
Buckling analysis of laminated sandwich beam with soft core Chakrabarti,Anupam Sandwich beam Soft core Zigzag theory Finite element Stress continuity |
title_short |
Buckling analysis of laminated sandwich beam with soft core |
title_full |
Buckling analysis of laminated sandwich beam with soft core |
title_fullStr |
Buckling analysis of laminated sandwich beam with soft core |
title_full_unstemmed |
Buckling analysis of laminated sandwich beam with soft core |
title_sort |
Buckling analysis of laminated sandwich beam with soft core |
author |
Chakrabarti,Anupam |
author_facet |
Chakrabarti,Anupam Chalak,H.D Iqbal,Mohd. Ashraf Sheikh,Abdul Hamid |
author_role |
author |
author2 |
Chalak,H.D Iqbal,Mohd. Ashraf Sheikh,Abdul Hamid |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Chakrabarti,Anupam Chalak,H.D Iqbal,Mohd. Ashraf Sheikh,Abdul Hamid |
dc.subject.por.fl_str_mv |
Sandwich beam Soft core Zigzag theory Finite element Stress continuity |
topic |
Sandwich beam Soft core Zigzag theory Finite element Stress continuity |
description |
Stability analysis of laminated soft core sandwich beam has been studied by a C0 FE model developed by the authors based on higher order zigzag theory (HOZT). The in-plane displacement variation is considered to be cubic for the face sheets and the core, while transverse displacement is quadratic within the core and constant in the faces beyond the core. The proposed model satisfies the condition of stress continuity at the layer interfaces and the zero stress condition at the top and bottom of the beam for transverse shear. Numerical examples are presented to illustrate the accuracy of the present model. |
publishDate |
2012 |
dc.date.none.fl_str_mv |
2012-06-01 |
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=S1679-78252012000300004 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252012000300004 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1679-78252012000300004 |
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.9 n.3 2012 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_ |
1754302886899089408 |