Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory
Autor(a) principal: | |
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Data de Publicação: | 2017 |
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=S1679-78252017001202291 |
Resumo: | Abstract In the present paper, an improved high-order theory is employed to study the free vibration of rotating truncated sandwich conical shells with laminated face sheets and a soft core. The formulation is based on a three-layer sandwich model. First-order shear deformation theory (FSDT) is used for face sheets and quadratic and cubic functions are assumed for transverse and in-plane displacements of the core, respectively. The governing equations of motion are derived according to the Hamilton’s principle. Also, continuity conditions of the displacements at the interfaces, as well as transverse flexibility, transverse normal strain and stress of the core have been considered. Analytical solution for free vibration of simply supported sandwich conical shells is presented using Galerkin’s method. Effect of some geometrical parameters is also studied on the fundamental frequency of the sandwich shells. Comparison of the present results with those in the literature confirms the accuracy of the proposed theory. |
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Latin American journal of solids and structures (Online) |
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Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order TheoryRotating conical shellhigh-order sandwich theoryfree vibrationAbstract In the present paper, an improved high-order theory is employed to study the free vibration of rotating truncated sandwich conical shells with laminated face sheets and a soft core. The formulation is based on a three-layer sandwich model. First-order shear deformation theory (FSDT) is used for face sheets and quadratic and cubic functions are assumed for transverse and in-plane displacements of the core, respectively. The governing equations of motion are derived according to the Hamilton’s principle. Also, continuity conditions of the displacements at the interfaces, as well as transverse flexibility, transverse normal strain and stress of the core have been considered. Analytical solution for free vibration of simply supported sandwich conical shells is presented using Galerkin’s method. Effect of some geometrical parameters is also studied on the fundamental frequency of the sandwich shells. Comparison of the present results with those in the literature confirms the accuracy of the proposed theory.Associação Brasileira de Ciências Mecânicas2017-12-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017001202291Latin American Journal of Solids and Structures v.14 n.12 2017reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78253977info:eu-repo/semantics/openAccessShekari,AmirGhasemi,Faramarz AshenaiMalekzadehfard,Keramateng2018-01-24T00:00:00Zoai:scielo:S1679-78252017001202291Revistahttp://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:2018-01-24T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory |
title |
Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory |
spellingShingle |
Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory Shekari,Amir Rotating conical shell high-order sandwich theory free vibration |
title_short |
Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory |
title_full |
Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory |
title_fullStr |
Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory |
title_full_unstemmed |
Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory |
title_sort |
Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory |
author |
Shekari,Amir |
author_facet |
Shekari,Amir Ghasemi,Faramarz Ashenai Malekzadehfard,Keramat |
author_role |
author |
author2 |
Ghasemi,Faramarz Ashenai Malekzadehfard,Keramat |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Shekari,Amir Ghasemi,Faramarz Ashenai Malekzadehfard,Keramat |
dc.subject.por.fl_str_mv |
Rotating conical shell high-order sandwich theory free vibration |
topic |
Rotating conical shell high-order sandwich theory free vibration |
description |
Abstract In the present paper, an improved high-order theory is employed to study the free vibration of rotating truncated sandwich conical shells with laminated face sheets and a soft core. The formulation is based on a three-layer sandwich model. First-order shear deformation theory (FSDT) is used for face sheets and quadratic and cubic functions are assumed for transverse and in-plane displacements of the core, respectively. The governing equations of motion are derived according to the Hamilton’s principle. Also, continuity conditions of the displacements at the interfaces, as well as transverse flexibility, transverse normal strain and stress of the core have been considered. Analytical solution for free vibration of simply supported sandwich conical shells is presented using Galerkin’s method. Effect of some geometrical parameters is also studied on the fundamental frequency of the sandwich shells. Comparison of the present results with those in the literature confirms the accuracy of the proposed theory. |
publishDate |
2017 |
dc.date.none.fl_str_mv |
2017-12-01 |
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=S1679-78252017001202291 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017001202291 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/1679-78253977 |
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.14 n.12 2017 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_ |
1754302889268871168 |