Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams
Descripción del Articulo
This paper presents a static analysis of functionally graded single and sandwich beams by using an efficient 7DOFs quasi-3D hybrid type theory. The governing equations are derived by employing the principle of virtual works in a weak form and solved by means of the Finite Element Method (FEM). A C1...
| Autores: | , , , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2016 |
| Institución: | Universidad Peruana de Ciencias Aplicadas |
| Repositorio: | UPC-Institucional |
| Lenguaje: | inglés |
| OAI Identifier: | oai:repositorioacademico.upc.edu.pe:10757/607194 |
| Enlace del recurso: | http://hdl.handle.net/10757/607194 |
| Nivel de acceso: | acceso embargado |
| Materia: | Layered structures Elasticity Finite element analysis (FEA) |
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| dc.title.es_PE.fl_str_mv |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams |
| title |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams |
| spellingShingle |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams Yarasca, J. Layered structures Elasticity Finite element analysis (FEA) |
| title_short |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams |
| title_full |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams |
| title_fullStr |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams |
| title_full_unstemmed |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams |
| title_sort |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams |
| dc.creator.es_PE.fl_str_mv |
Universidad Peruana de Ciencias Aplicadas (UPC) |
| author |
Yarasca, J. |
| author_facet |
Yarasca, J. Mantari, J.L. Arciniega, R.A. Universidad Peruana de Ciencias Aplicadas (UPC) |
| author_role |
author |
| author2 |
Mantari, J.L. Arciniega, R.A. Universidad Peruana de Ciencias Aplicadas (UPC) |
| author2_role |
author author author |
| dc.contributor.email.es_PE.fl_str_mv |
jmantari@utec.edu.pe |
| dc.contributor.author.fl_str_mv |
Yarasca, J. Mantari, J.L. Arciniega, R.A. |
| dc.subject.es_PE.fl_str_mv |
Layered structures Elasticity Finite element analysis (FEA) |
| topic |
Layered structures Elasticity Finite element analysis (FEA) |
| description |
This paper presents a static analysis of functionally graded single and sandwich beams by using an efficient 7DOFs quasi-3D hybrid type theory. The governing equations are derived by employing the principle of virtual works in a weak form and solved by means of the Finite Element Method (FEM). A C1 cubic Hermite interpolation is used for the vertical deflection variables while C0 linear interpolation is employed for the other kinematics variables. Convergence rates are studied in order to validate the finite element technique. Numerical results of the present formulation are compared with analytical and FEM solutions available in the literature. |
| publishDate |
2016 |
| dc.date.accessioned.es_PE.fl_str_mv |
2016-04-26T22:37:30Z |
| dc.date.available.es_PE.fl_str_mv |
2016-04-26T22:37:30Z |
| dc.date.issued.fl_str_mv |
2016-04 |
| dc.type.es_PE.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.citation.es_PE.fl_str_mv |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams 2016, 140:567 Composite Structures |
| dc.identifier.issn.es_PE.fl_str_mv |
02638223 |
| dc.identifier.doi.es_PE.fl_str_mv |
10.1016/j.compstruct.2016.01.015 |
| dc.identifier.uri.es_PE.fl_str_mv |
http://hdl.handle.net/10757/607194 |
| dc.identifier.journal.es_PE.fl_str_mv |
Composite Structures |
| identifier_str_mv |
Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams 2016, 140:567 Composite Structures 02638223 10.1016/j.compstruct.2016.01.015 Composite Structures |
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http://hdl.handle.net/10757/607194 |
| dc.language.iso.es_PE.fl_str_mv |
eng |
| language |
eng |
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http://linkinghub.elsevier.com/retrieve/pii/S0263822316000283 |
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embargoedAccess |
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application/pdf |
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Elsevier B.V. |
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Universidad Peruana de Ciencias Aplicadas (UPC) Repositorio Académico - UPC |
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Yarasca, J.Mantari, J.L.Arciniega, R.A.jmantari@utec.edu.peUniversidad Peruana de Ciencias Aplicadas (UPC)2016-04-26T22:37:30Z2016-04-26T22:37:30Z2016-04Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams 2016, 140:567 Composite Structures0263822310.1016/j.compstruct.2016.01.015http://hdl.handle.net/10757/607194Composite StructuresThis paper presents a static analysis of functionally graded single and sandwich beams by using an efficient 7DOFs quasi-3D hybrid type theory. The governing equations are derived by employing the principle of virtual works in a weak form and solved by means of the Finite Element Method (FEM). A C1 cubic Hermite interpolation is used for the vertical deflection variables while C0 linear interpolation is employed for the other kinematics variables. Convergence rates are studied in order to validate the finite element technique. Numerical results of the present formulation are compared with analytical and FEM solutions available in the literature.Revisión por paresapplication/pdfengElsevier B.V.http://linkinghub.elsevier.com/retrieve/pii/S0263822316000283info:eu-repo/semantics/embargoedAccessUniversidad Peruana de Ciencias Aplicadas (UPC)Repositorio Académico - UPCreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLayered structures296f9937-8aa1-45a6-af1a-88ca274731de600Elasticity33cc20ba-c84f-4cf6-9a78-b9b974c82e56600Finite element analysis (FEA)399707d5-7d9b-4d5a-abcc-21960063a61b600Hermite–Lagrangian finite element formulation to study functionally graded sandwich beamsinfo:eu-repo/semantics/articleThis paper presents a static analysis of functionally graded single and sandwich beams by using an efficient 7DOFs quasi-3D hybrid type theory. The governing equations are derived by employing the principle of virtual works in a weak form and solved by means of the Finite Element Method (FEM). A C1 cubic Hermite interpolation is used for the vertical deflection variables while C0 linear interpolation is employed for the other kinematics variables. Convergence rates are studied in order to validate the finite element technique. Numerical results of the present formulation are compared with analytical and FEM solutions available in the literature.THUMBNAILelsevier-thumbnail.pngapplication/octet-stream58030https://repositorioacademico.upc.edu.pe/bitstream/10757/607194/2/elsevier-thumbnail.png5b548e121dec533e1aa9f366b1bfa388MD52falseLICENSElicense.txtlicense.txttext/plain; charset=utf-81659https://repositorioacademico.upc.edu.pe/bitstream/10757/607194/1/license.txt1ed8f33c5404431ad7aabc05080746c5MD51false10757/607194oai:repositorioacademico.upc.edu.pe:10757/6071942019-08-30 07:48:49.113Repositorio académico upcupc@openrepository.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 |
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