Buckling analysis of laminated composite beams by using an improved first order formulation

Descripción del Articulo

El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
Detalles Bibliográficos
Autores: Ayala, Shammely, Vallejos, Augusto, Arciniega, Roman
Formato: artículo
Fecha de Publicación:2021
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/658506
Enlace del recurso:http://hdl.handle.net/10757/658506
Nivel de acceso:acceso embargado
Materia:Buckling analysis
Finite element model
Improved first order beam theory
Laminated composite materials
Stability
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dc.title.es_PE.fl_str_mv Buckling analysis of laminated composite beams by using an improved first order formulation
title Buckling analysis of laminated composite beams by using an improved first order formulation
spellingShingle Buckling analysis of laminated composite beams by using an improved first order formulation
Ayala, Shammely
Buckling analysis
Finite element model
Improved first order beam theory
Laminated composite materials
Stability
title_short Buckling analysis of laminated composite beams by using an improved first order formulation
title_full Buckling analysis of laminated composite beams by using an improved first order formulation
title_fullStr Buckling analysis of laminated composite beams by using an improved first order formulation
title_full_unstemmed Buckling analysis of laminated composite beams by using an improved first order formulation
title_sort Buckling analysis of laminated composite beams by using an improved first order formulation
author Ayala, Shammely
author_facet Ayala, Shammely
Vallejos, Augusto
Arciniega, Roman
author_role author
author2 Vallejos, Augusto
Arciniega, Roman
author2_role author
author
dc.contributor.author.fl_str_mv Ayala, Shammely
Vallejos, Augusto
Arciniega, Roman
dc.subject.es_PE.fl_str_mv Buckling analysis
Finite element model
Improved first order beam theory
Laminated composite materials
Stability
topic Buckling analysis
Finite element model
Improved first order beam theory
Laminated composite materials
Stability
description El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
publishDate 2021
dc.date.accessioned.none.fl_str_mv 2022-01-12T15:50:09Z
dc.date.available.none.fl_str_mv 2022-01-12T15:50:09Z
dc.date.issued.fl_str_mv 2021-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.issn.none.fl_str_mv 02555476
dc.identifier.doi.none.fl_str_mv 10.4028/www.scientific.net/MSF.1033.156
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/658506
dc.identifier.eissn.none.fl_str_mv 16629752
dc.identifier.journal.es_PE.fl_str_mv Materials Science Forum
dc.identifier.eid.none.fl_str_mv 2-s2.0-85120474017
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85120474017
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 02555476
10.4028/www.scientific.net/MSF.1033.156
16629752
Materials Science Forum
2-s2.0-85120474017
SCOPUS_ID:85120474017
0000 0001 2196 144X
url http://hdl.handle.net/10757/658506
dc.language.iso.es_PE.fl_str_mv eng
language eng
dc.relation.url.es_PE.fl_str_mv https://www.scientific.net/MSF.1033.156
dc.rights.es_PE.fl_str_mv info:eu-repo/semantics/embargoedAccess
eu_rights_str_mv embargoedAccess
dc.format.es_PE.fl_str_mv application/html
dc.publisher.es_PE.fl_str_mv Trans Tech Publications Ltd
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv Materials Science Forum
dc.source.volume.none.fl_str_mv 1033 MSF
dc.source.beginpage.none.fl_str_mv 156
dc.source.endpage.none.fl_str_mv 160
bitstream.url.fl_str_mv https://repositorioacademico.upc.edu.pe/bitstream/10757/658506/1/license.txt
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spelling e5f9450126a279593c837c24d547131550023337c2dd0531f3789d4b934209bee78500e677234165818dfbd76dcbb7586f907c500Ayala, ShammelyVallejos, AugustoArciniega, Roman2022-01-12T15:50:09Z2022-01-12T15:50:09Z2021-01-010255547610.4028/www.scientific.net/MSF.1033.156http://hdl.handle.net/10757/65850616629752Materials Science Forum2-s2.0-85120474017SCOPUS_ID:851204740170000 0001 2196 144XEl texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.In this work, a finite element model based on an improved first-order formulation (IFSDT) is developed to analyze buckling phenomenon in laminated composite beams. The formulation has five independent variables and takes into account thickness stretching. Threedimensional constitutive equations are employed to define the material properties. The Trefftz criterion is used for the stability analysis. The finite element model is derived from the principle of virtual work with high-order Lagrange polynomials to interpolate the field variables and to prevent shear locking. Numerical results are compared and validated with those available in literature. Furthermore, a parametric study is presented.application/htmlengTrans Tech Publications Ltdhttps://www.scientific.net/MSF.1033.156info:eu-repo/semantics/embargoedAccessBuckling analysisFinite element modelImproved first order beam theoryLaminated composite materialsStabilityBuckling analysis of laminated composite beams by using an improved first order formulationinfo:eu-repo/semantics/articleMaterials Science Forum1033 MSF156160reponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/658506/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/658506oai:repositorioacademico.upc.edu.pe:10757/6585062022-01-12 15:50:10.516Repositorio académico upcupc@openrepository.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Buckling analysis of laminated composite beams by using an improved first order formulation
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