Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangement
In this work the deflection analysis of two types of lightened slabs of 50 mm with embedded three-dimensional metallic structure is presented. Two structure configurations (pyramidal and cubic) of 4 mm diameter grade 6000 steel rods are proposed. In the first stage, the deflection in conventional sl...
| Autores: | , , , , , |
|---|---|
| Tipo de recurso: | artículo |
| Estado: | Versión publicada |
| Fecha de publicación: | 2024 |
| País: | México |
| Institución: | UNIVERSIDAD AUTÓNOMA DEL ESTADO DE HIDALGO |
| Repositorio: | PÄDI Boletín Científico de Ciencias Básicas e Ingeniería del ICBI |
| Idioma: | español |
| OAI Identifier: | oai:repository.uaeh.edu.mx:article/12140 |
| Acceso en línea: | https://repository.uaeh.edu.mx/revistas/index.php/icbi/article/view/12140 |
| Access Level: | acceso abierto |
| Palabra clave: | Ferrocement lightened three-dimensional slab deflection finite element analysis Ferrocemento losa tridimensional aligerada deflexión análisis por elemento finito |
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Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangementPropuesta y análisis de deflexión de losas aligeradas con arreglo metálico tridimensional embebido Hernández-Pérez, JavierJiménez-Montoya, AdánPascual-Francisco, Juan BenitoContreras-Ramírez, Juan CarlosLópez-Segundo, NéstorMiramar-Mena, TeresaFerrocementlightened three-dimensional slabdeflectionfinite element analysisFerrocementolosa tridimensional aligeradadeflexiónanálisis por elemento finitoIn this work the deflection analysis of two types of lightened slabs of 50 mm with embedded three-dimensional metallic structure is presented. Two structure configurations (pyramidal and cubic) of 4 mm diameter grade 6000 steel rods are proposed. In the first stage, the deflection in conventional slabs is evaluated using an analytical method and, subsequently, the deflection in this type of slab is determined using the finite elements method using the ANSYS software. After the validation of the simulations with the software, the same simulations were performed for the slabs with three-dimensional structures. The results obtained show that three-dimensional structures provide more strength before deflection compared to conventional steel reinforcement. Furthermore, it was found that the cubic structure is the most resistant to bending. The possible application of slabs with three-dimensional reinforcement for optimization of materials by reducing the superelevation in housing is discussed.En este trabajo se evalúa la deflexión de dos propuestas de losa aligerada con peralte de 50 mm y estructura tridimensional embebida. Se proponen dos configuraciones de estructura (piramidal y cúbica) de varilla de acero grado 6000 de 4mm de diámetro. En una primera etapa, se evalúa la deflexión en losas convencionales mediante un método analítico y, posteriormente, se determina la deflexión en este tipo de losas mediante el método de elementos finitos, usando el software ANSYS. A partir de la validación de las simulaciones con el software, se procedió a realizar las mismas simulaciones ahora en las losas con estructura tridimensional. Los resultados obtenidos indican que las estructuras tridimensionales proveen más resistencia ante la deflexión en comparación con un armado de acero convencional. Además, se encontró que la estructura cúbica es la más resistente ante la flexión. Se discute la posible aplicación de losas con armado tridimensional para optimización de materiales mediante disminución del peralte en vivienda.Universidad Autónoma del Estado de Hidalgo2024-04-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://repository.uaeh.edu.mx/revistas/index.php/icbi/article/view/1214010.29057/icbi.v12iEspecial.12140Pädi Boletín Científico de Ciencias Básicas e Ingenierías del ICBI; Vol 12 No Especial (2024): Pädi Boletín Científico de Ciencias Básicas e Ingenierías del ICBI; 68-74Pädi Boletín Científico de Ciencias Básicas e Ingenierías del ICBI; Vol. 12 Núm. Especial (2024): Pädi Boletín Científico de Ciencias Básicas e Ingenierías del ICBI; 68-742007-636310.29057/icbi.v12iEspecialreponame:PÄDI Boletín Científico de Ciencias Básicas e Ingeniería del ICBIinstname:UNIVERSIDAD AUTÓNOMA DEL ESTADO DE HIDALGOinstacron:UAEHspahttps://repository.uaeh.edu.mx/revistas/index.php/icbi/article/view/12140/11111Derechos de autor 2024 Javier Hernández-Pérez, Adán Jiménez-Montoya, Juan Benito Pascual-Francisco, Juan Carlos Contreras-Ramírez, Néstor López-Segundo, Teresa Miramar-Menahttps://creativecommons.org/licenses/by-nc-nd/4.0info:eu-repo/semantics/openAccessoai:repository.uaeh.edu.mx:article/121402024-08-19T22:36:49Z |
| dc.title.none.fl_str_mv |
Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangement Propuesta y análisis de deflexión de losas aligeradas con arreglo metálico tridimensional embebido |
| title |
Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangement |
| spellingShingle |
Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangement Hernández-Pérez, Javier Ferrocement lightened three-dimensional slab deflection finite element analysis Ferrocemento losa tridimensional aligerada deflexión análisis por elemento finito |
| title_short |
Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangement |
| title_full |
Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangement |
| title_fullStr |
Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangement |
| title_full_unstemmed |
Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangement |
| title_sort |
Proposal and deflection analysis of lightened slabs with embedded three-dimensional metal arrangement |
| dc.creator.none.fl_str_mv |
Hernández-Pérez, Javier Jiménez-Montoya, Adán Pascual-Francisco, Juan Benito Contreras-Ramírez, Juan Carlos López-Segundo, Néstor Miramar-Mena, Teresa |
| author |
Hernández-Pérez, Javier |
| author_facet |
Hernández-Pérez, Javier Jiménez-Montoya, Adán Pascual-Francisco, Juan Benito Contreras-Ramírez, Juan Carlos López-Segundo, Néstor Miramar-Mena, Teresa |
| author_role |
author |
| author2 |
Jiménez-Montoya, Adán Pascual-Francisco, Juan Benito Contreras-Ramírez, Juan Carlos López-Segundo, Néstor Miramar-Mena, Teresa |
| author2_role |
author author author author author |
| dc.subject.none.fl_str_mv |
Ferrocement lightened three-dimensional slab deflection finite element analysis Ferrocemento losa tridimensional aligerada deflexión análisis por elemento finito |
| topic |
Ferrocement lightened three-dimensional slab deflection finite element analysis Ferrocemento losa tridimensional aligerada deflexión análisis por elemento finito |
| description |
In this work the deflection analysis of two types of lightened slabs of 50 mm with embedded three-dimensional metallic structure is presented. Two structure configurations (pyramidal and cubic) of 4 mm diameter grade 6000 steel rods are proposed. In the first stage, the deflection in conventional slabs is evaluated using an analytical method and, subsequently, the deflection in this type of slab is determined using the finite elements method using the ANSYS software. After the validation of the simulations with the software, the same simulations were performed for the slabs with three-dimensional structures. The results obtained show that three-dimensional structures provide more strength before deflection compared to conventional steel reinforcement. Furthermore, it was found that the cubic structure is the most resistant to bending. The possible application of slabs with three-dimensional reinforcement for optimization of materials by reducing the superelevation in housing is discussed. |
| publishDate |
2024 |
| dc.date.none.fl_str_mv |
2024-04-12 |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
| format |
article |
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publishedVersion |
| dc.identifier.none.fl_str_mv |
https://repository.uaeh.edu.mx/revistas/index.php/icbi/article/view/12140 10.29057/icbi.v12iEspecial.12140 |
| url |
https://repository.uaeh.edu.mx/revistas/index.php/icbi/article/view/12140 |
| identifier_str_mv |
10.29057/icbi.v12iEspecial.12140 |
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spa |
| language |
spa |
| dc.relation.none.fl_str_mv |
https://repository.uaeh.edu.mx/revistas/index.php/icbi/article/view/12140/11111 |
| dc.rights.none.fl_str_mv |
https://creativecommons.org/licenses/by-nc-nd/4.0 info:eu-repo/semantics/openAccess |
| rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-nd/4.0 |
| eu_rights_str_mv |
openAccess |
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application/pdf |
| dc.publisher.none.fl_str_mv |
Universidad Autónoma del Estado de Hidalgo |
| publisher.none.fl_str_mv |
Universidad Autónoma del Estado de Hidalgo |
| dc.source.none.fl_str_mv |
Pädi Boletín Científico de Ciencias Básicas e Ingenierías del ICBI; Vol 12 No Especial (2024): Pädi Boletín Científico de Ciencias Básicas e Ingenierías del ICBI; 68-74 Pädi Boletín Científico de Ciencias Básicas e Ingenierías del ICBI; Vol. 12 Núm. Especial (2024): Pädi Boletín Científico de Ciencias Básicas e Ingenierías del ICBI; 68-74 2007-6363 10.29057/icbi.v12iEspecial reponame:PÄDI Boletín Científico de Ciencias Básicas e Ingeniería del ICBI instname:UNIVERSIDAD AUTÓNOMA DEL ESTADO DE HIDALGO instacron:UAEH |
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UNIVERSIDAD AUTÓNOMA DEL ESTADO DE HIDALGO |
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UAEH |
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UAEH |
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PÄDI Boletín Científico de Ciencias Básicas e Ingeniería del ICBI |
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PÄDI Boletín Científico de Ciencias Básicas e Ingeniería del ICBI |
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