Free vibration of single and sandwich laminated composite plates by using a simplified FSDT

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This paper presents a simplified first order shear deformation theory (FSDT) for laminated composite and sandwich plates. Unlike the existing FSDT, the present one has a novel displacement field which include undetermined integral terms and contains only four unknowns. Equations of motion and bounda...

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Detalles Bibliográficos
Autores: Mantari, J.L., Ore, M.
Formato: artículo
Fecha de Publicación:2015
Institución:Universidad de Ingeniería y tecnología
Repositorio:UTEC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.utec.edu.pe:20.500.12815/48
Enlace del recurso:https://hdl.handle.net/20.500.12815/48
https://doi.org/10.1016/j.compstruct.2015.06.035
Nivel de acceso:acceso abierto
Materia:Laminated composite plates
FSDT
Fundamental frequencies
Analytical solution
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dc.title.es_PE.fl_str_mv Free vibration of single and sandwich laminated composite plates by using a simplified FSDT
title Free vibration of single and sandwich laminated composite plates by using a simplified FSDT
spellingShingle Free vibration of single and sandwich laminated composite plates by using a simplified FSDT
Mantari, J.L.
Laminated composite plates
FSDT
Fundamental frequencies
Analytical solution
title_short Free vibration of single and sandwich laminated composite plates by using a simplified FSDT
title_full Free vibration of single and sandwich laminated composite plates by using a simplified FSDT
title_fullStr Free vibration of single and sandwich laminated composite plates by using a simplified FSDT
title_full_unstemmed Free vibration of single and sandwich laminated composite plates by using a simplified FSDT
title_sort Free vibration of single and sandwich laminated composite plates by using a simplified FSDT
author Mantari, J.L.
author_facet Mantari, J.L.
Ore, M.
author_role author
author2 Ore, M.
author2_role author
dc.contributor.author.fl_str_mv Mantari, J.L.
Ore, M.
dc.subject.es_PE.fl_str_mv Laminated composite plates
FSDT
Fundamental frequencies
Analytical solution
topic Laminated composite plates
FSDT
Fundamental frequencies
Analytical solution
description This paper presents a simplified first order shear deformation theory (FSDT) for laminated composite and sandwich plates. Unlike the existing FSDT, the present one has a novel displacement field which include undetermined integral terms and contains only four unknowns. Equations of motion and boundary conditions are derived from the Hamilton’s principle. Navier-type analytical solution is obtained in closed form and by solving the eigenvalue equation. The comparison of the present results with the available elasticity solutions and the results computed independently using the FSDTs available in the literature shows that this theory predicts the fundamental frequencies with good accurately. It can be concluded that the proposed theory is accurate and simple in solving the dynamic behavior of single and sandwich laminated composite plates.
publishDate 2015
dc.date.accessioned.none.fl_str_mv 2017-11-28T12:37:09Z
dc.date.available.none.fl_str_mv 2017-11-28T12:37:09Z
dc.date.issued.fl_str_mv 2015-11
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dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12815/48
dc.identifier.doi.es_PE.fl_str_mv https://doi.org/10.1016/j.compstruct.2015.06.035
dc.identifier.journal.es_PE.fl_str_mv Composite Structures
identifier_str_mv 0263-8223
Composite Structures
url https://hdl.handle.net/20.500.12815/48
https://doi.org/10.1016/j.compstruct.2015.06.035
dc.language.iso.es_PE.fl_str_mv eng
language eng
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dc.publisher.es_PE.fl_str_mv Elsevier
dc.source.es_PE.fl_str_mv Repositorio Institucional UTEC
Universidad de Ingeniería y Tecnología - UTEC
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spelling Mantari, J.L.Ore, M.2017-11-28T12:37:09Z2017-11-28T12:37:09Z2015-110263-8223https://hdl.handle.net/20.500.12815/48https://doi.org/10.1016/j.compstruct.2015.06.035Composite StructuresThis paper presents a simplified first order shear deformation theory (FSDT) for laminated composite and sandwich plates. Unlike the existing FSDT, the present one has a novel displacement field which include undetermined integral terms and contains only four unknowns. Equations of motion and boundary conditions are derived from the Hamilton’s principle. Navier-type analytical solution is obtained in closed form and by solving the eigenvalue equation. The comparison of the present results with the available elasticity solutions and the results computed independently using the FSDTs available in the literature shows that this theory predicts the fundamental frequencies with good accurately. 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