A simple and accurate generalized shear deformation theory for beams
Descripción del Articulo
This paper presents a static analysis of functionally graded (FG) single and sandwich beams by using a simple and efficient 4-unknown quasi-3D hybrid type theory, which includes both shear deformation and thickness stretching effects. The governing equations and boundary conditions are derived by em...
| Autores: | , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2015 |
| Institución: | Universidad de Ingeniería y tecnología |
| Repositorio: | UTEC-Institucional |
| Lenguaje: | inglés |
| OAI Identifier: | oai:repositorio.utec.edu.pe:20.500.12815/50 |
| Enlace del recurso: | https://hdl.handle.net/20.500.12815/50 https://doi.org/10.1016/j.compstruct.2015.08.073 |
| Nivel de acceso: | acceso abierto |
| Materia: | Beams Elasticity Bending Analytical modeling |
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| dc.title.es_PE.fl_str_mv |
A simple and accurate generalized shear deformation theory for beams |
| title |
A simple and accurate generalized shear deformation theory for beams |
| spellingShingle |
A simple and accurate generalized shear deformation theory for beams Mantari, J.L. Beams Elasticity Bending Analytical modeling |
| title_short |
A simple and accurate generalized shear deformation theory for beams |
| title_full |
A simple and accurate generalized shear deformation theory for beams |
| title_fullStr |
A simple and accurate generalized shear deformation theory for beams |
| title_full_unstemmed |
A simple and accurate generalized shear deformation theory for beams |
| title_sort |
A simple and accurate generalized shear deformation theory for beams |
| author |
Mantari, J.L. |
| author_facet |
Mantari, J.L. Yarasca, J. |
| author_role |
author |
| author2 |
Yarasca, J. |
| author2_role |
author |
| dc.contributor.author.fl_str_mv |
Mantari, J.L. Yarasca, J. |
| dc.subject.es_PE.fl_str_mv |
Beams Elasticity Bending Analytical modeling |
| topic |
Beams Elasticity Bending Analytical modeling |
| description |
This paper presents a static analysis of functionally graded (FG) single and sandwich beams by using a simple and efficient 4-unknown quasi-3D hybrid type theory, which includes both shear deformation and thickness stretching effects. The governing equations and boundary conditions are derived by employing the principle of virtual works. Navier-type closed-form solution is obtained for several beams. New hybrid type shear strain shape functions for the inplane and transverse displacement were introduced in general manner to model the displacement field of beams. Numerical results of the present compact quasi-3D theory are compared with other quasi-3D higher order shear deformation theories (HSDTs). |
| publishDate |
2015 |
| dc.date.accessioned.none.fl_str_mv |
2017-11-28T12:42:17Z |
| dc.date.available.none.fl_str_mv |
2017-11-28T12:42:17Z |
| dc.date.issued.fl_str_mv |
2015-12 |
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info:eu-repo/semantics/article |
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article |
| dc.identifier.issn.es_PE.fl_str_mv |
0263-8223 |
| dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12815/50 |
| dc.identifier.doi.es_PE.fl_str_mv |
https://doi.org/10.1016/j.compstruct.2015.08.073 |
| dc.identifier.journal.es_PE.fl_str_mv |
Composite Structures |
| identifier_str_mv |
0263-8223 Composite Structures |
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https://hdl.handle.net/20.500.12815/50 https://doi.org/10.1016/j.compstruct.2015.08.073 |
| dc.language.iso.es_PE.fl_str_mv |
eng |
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eng |
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info:eu-repo/semantics/openAccess |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ |
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openAccess |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ |
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application/pdf |
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Elsevier |
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Repositorio Institucional UTEC Universidad de Ingeniería y Tecnología - UTEC |
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Mantari, J.L.Yarasca, J.2017-11-28T12:42:17Z2017-11-28T12:42:17Z2015-120263-8223https://hdl.handle.net/20.500.12815/50https://doi.org/10.1016/j.compstruct.2015.08.073Composite StructuresThis paper presents a static analysis of functionally graded (FG) single and sandwich beams by using a simple and efficient 4-unknown quasi-3D hybrid type theory, which includes both shear deformation and thickness stretching effects. The governing equations and boundary conditions are derived by employing the principle of virtual works. Navier-type closed-form solution is obtained for several beams. New hybrid type shear strain shape functions for the inplane and transverse displacement were introduced in general manner to model the displacement field of beams. 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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
