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

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...

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Main Authors: Amir Shekari, Faramarz Ashenai Ghasemi, Keramat Malekzadehfard
Format: Article
Language:English
Published: Marcílio Alves
Series:Latin American Journal of Solids and Structures
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017001202291&lng=en&tlng=en
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spelling doaj-410a458de0f44d07a163ded289dd968a2020-11-25T01:17:57ZengMarcílio AlvesLatin American Journal of Solids and Structures1679-782514122291232310.1590/1679-78253977S1679-78252017001202291Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order TheoryAmir ShekariFaramarz Ashenai GhasemiKeramat MalekzadehfardAbstract 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.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017001202291&lng=en&tlng=enRotating conical shellhigh-order sandwich theoryfree vibration
collection DOAJ
language English
format Article
sources DOAJ
author Amir Shekari
Faramarz Ashenai Ghasemi
Keramat Malekzadehfard
spellingShingle Amir Shekari
Faramarz Ashenai Ghasemi
Keramat Malekzadehfard
Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory
Latin American Journal of Solids and Structures
Rotating conical shell
high-order sandwich theory
free vibration
author_facet Amir Shekari
Faramarz Ashenai Ghasemi
Keramat Malekzadehfard
author_sort Amir Shekari
title Free Damped Vibration of Rotating Truncated Conical Sandwich Shells Using an Improved High-Order Theory
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
publisher Marcílio Alves
series Latin American Journal of Solids and Structures
issn 1679-7825
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.
topic Rotating conical shell
high-order sandwich theory
free vibration
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017001202291&lng=en&tlng=en
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