Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory

Detalhes bibliográficos
Autor(a) principal: Shekari,Amir
Data de Publicação: 2017
Outros Autores: Ghasemi,Faramarz Ashenai, Malekzadehfard,Keramat
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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spelling 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
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