A novel finite element method for designing floor slabs on grade and pavements with loads at edges
In the present paper a methodology to design slabs on grade for industrial floors and pavements using bi-dimensional finite elements and integrating the subgrade in the design is presented. The suggested method to design slabs on grade for industrial floors and pavements has been called the Camero F...
| Autor: | |
|---|---|
| Tipo de recurso: | artículo |
| Estado: | Versión publicada |
| Fecha de publicación: | 2015 |
| País: | Colombia |
| Institución: | Universidad Nacional de Colombia |
| Repositorio: | Repositorio UN |
| Idioma: | español |
| OAI Identifier: | oai:repositorio.unal.edu.co:unal/67667 |
| Acceso en línea: | https://repositorio.unal.edu.co/handle/unal/67667 http://bdigital.unal.edu.co/68696/ |
| Access Level: | acceso abierto |
| Palabra clave: | 62 Ingeniería y operaciones afines / Engineering Floor slab on grade industrial floor slab Portland Cement Association wire reinforcement institute slab design on grade floor design concrete floor concrete slab on grade pavement rigid pavement Camero finite element metho Losa sobre terreno Losa industrial Diseño de losas sobre terreno diseño de pisos placas de pisos industriales losas de pisos industriales pisos de concreto pisos de concreto sobre terreno pavimentos pavimentos rígidos método de elementos finitos |
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| dc.title.none.fl_str_mv |
A novel finite element method for designing floor slabs on grade and pavements with loads at edges |
| title |
A novel finite element method for designing floor slabs on grade and pavements with loads at edges |
| spellingShingle |
A novel finite element method for designing floor slabs on grade and pavements with loads at edges Camero Sanabria, Hugo Ernesto 62 Ingeniería y operaciones afines / Engineering Floor slab on grade industrial floor slab Portland Cement Association wire reinforcement institute slab design on grade floor design industrial floor slab concrete floor concrete slab on grade pavement rigid pavement Camero finite element metho Losa sobre terreno Losa industrial Diseño de losas sobre terreno diseño de pisos placas de pisos industriales losas de pisos industriales pisos de concreto pisos de concreto sobre terreno pavimentos pavimentos rígidos método de elementos finitos |
| title_short |
A novel finite element method for designing floor slabs on grade and pavements with loads at edges |
| title_full |
A novel finite element method for designing floor slabs on grade and pavements with loads at edges |
| title_fullStr |
A novel finite element method for designing floor slabs on grade and pavements with loads at edges |
| title_full_unstemmed |
A novel finite element method for designing floor slabs on grade and pavements with loads at edges |
| title_sort |
A novel finite element method for designing floor slabs on grade and pavements with loads at edges |
| dc.creator.none.fl_str_mv |
Camero Sanabria, Hugo Ernesto |
| author |
Camero Sanabria, Hugo Ernesto |
| author_facet |
Camero Sanabria, Hugo Ernesto |
| author_role |
author |
| dc.subject.none.fl_str_mv |
62 Ingeniería y operaciones afines / Engineering Floor slab on grade industrial floor slab Portland Cement Association wire reinforcement institute slab design on grade floor design industrial floor slab concrete floor concrete slab on grade pavement rigid pavement Camero finite element metho Losa sobre terreno Losa industrial Diseño de losas sobre terreno diseño de pisos placas de pisos industriales losas de pisos industriales pisos de concreto pisos de concreto sobre terreno pavimentos pavimentos rígidos método de elementos finitos |
| topic |
62 Ingeniería y operaciones afines / Engineering Floor slab on grade industrial floor slab Portland Cement Association wire reinforcement institute slab design on grade floor design industrial floor slab concrete floor concrete slab on grade pavement rigid pavement Camero finite element metho Losa sobre terreno Losa industrial Diseño de losas sobre terreno diseño de pisos placas de pisos industriales losas de pisos industriales pisos de concreto pisos de concreto sobre terreno pavimentos pavimentos rígidos método de elementos finitos |
| description |
In the present paper a methodology to design slabs on grade for industrial floors and pavements using bi-dimensional finite elements and integrating the subgrade in the design is presented. The suggested method to design slabs on grade for industrial floors and pavements has been called the Camero Finite Element Method. An example of an industrial floor designed to be capable of sustaining an infinite number of load applications (or a 50 years lifespan period) is here presented in order to be compared with the results of the Camero Finite Element Method, the PCA (Portland Cement Association), and the WRI’s (Wire Reinforcement Institute) simplified methods. In this example, an industrial floor is designed to be capable of sustaining an infinite number of load applications comparing the results of the Camero Finite Element Method and the simplified methods of the PCA and WRI. The industrial floor or pavement will be able to resist an infinite number of load applications if it is designed with the Camero Finite Element Method. On the other hand, if it is designed using the PCA and the WRI methods, it will last a few years (in this example, in one year period, the number of axle load applications is equal to the number of allowable repetitions). To conclude, if an industrial floor o pavement is designed with the Camero Finite Element Method, it will be able to sustain an infinite number of load applications (up to 50 years lifespan period). |
| publishDate |
2015 |
| dc.date.none.fl_str_mv |
2015-05-01 2019-07-03T04:48:42Z 2019-07-03T04:48:42Z |
| dc.type.none.fl_str_mv |
Artículo de revista info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_6501 http://purl.org/coar/version/c_970fb48d4fbd8a85 Text http://purl.org/redcol/resource_type/ART |
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article |
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publishedVersion |
| dc.identifier.none.fl_str_mv |
ISSN: 2248-8723 https://repositorio.unal.edu.co/handle/unal/67667 http://bdigital.unal.edu.co/68696/ |
| identifier_str_mv |
ISSN: 2248-8723 |
| url |
https://repositorio.unal.edu.co/handle/unal/67667 http://bdigital.unal.edu.co/68696/ |
| dc.language.none.fl_str_mv |
spa |
| language |
spa |
| dc.relation.none.fl_str_mv |
https://revistas.unal.edu.co/index.php/ingeinv/article/view/45603 Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación Ingeniería e Investigación Camero Sanabria, Hugo Ernesto (2015) A novel finite element method for designing floor slabs on grade and pavements with loads at edges. Ingeniería e Investigación, 35 (2). pp. 15-22. ISSN 2248-8723 |
| dc.rights.none.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia Atribución-NoComercial 4.0 Internacional http://creativecommons.org/licenses/by-nc/4.0/ info:eu-repo/semantics/openAccess |
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Derechos reservados - Universidad Nacional de Colombia Atribución-NoComercial 4.0 Internacional http://creativecommons.org/licenses/by-nc/4.0/ |
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openAccess |
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application/pdf application/pdf |
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Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ingeniería |
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Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ingeniería |
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reponame:Repositorio UN instname:Universidad Nacional de Colombia instacron:Universidad Nacional de Colombia |
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Universidad Nacional de Colombia |
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Universidad Nacional de Colombia |
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Universidad Nacional de Colombia |
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A novel finite element method for designing floor slabs on grade and pavements with loads at edgesCamero Sanabria, Hugo Ernesto62 Ingeniería y operaciones afines / EngineeringFloor slab on gradeindustrial floor slabPortland Cement Associationwire reinforcement instituteslab design on gradefloor designindustrial floor slabconcrete floorconcrete slab on gradepavementrigid pavementCamero finite element methoLosa sobre terrenoLosa industrialDiseño de losas sobre terrenodiseño de pisosplacas de pisos industrialeslosas de pisos industrialespisos de concretopisos de concreto sobre terrenopavimentospavimentos rígidosmétodo de elementos finitosIn the present paper a methodology to design slabs on grade for industrial floors and pavements using bi-dimensional finite elements and integrating the subgrade in the design is presented. The suggested method to design slabs on grade for industrial floors and pavements has been called the Camero Finite Element Method. An example of an industrial floor designed to be capable of sustaining an infinite number of load applications (or a 50 years lifespan period) is here presented in order to be compared with the results of the Camero Finite Element Method, the PCA (Portland Cement Association), and the WRI’s (Wire Reinforcement Institute) simplified methods. In this example, an industrial floor is designed to be capable of sustaining an infinite number of load applications comparing the results of the Camero Finite Element Method and the simplified methods of the PCA and WRI. The industrial floor or pavement will be able to resist an infinite number of load applications if it is designed with the Camero Finite Element Method. On the other hand, if it is designed using the PCA and the WRI methods, it will last a few years (in this example, in one year period, the number of axle load applications is equal to the number of allowable repetitions). To conclude, if an industrial floor o pavement is designed with the Camero Finite Element Method, it will be able to sustain an infinite number of load applications (up to 50 years lifespan period).En el presente artículo se presenta una metodología para el diseño de losas sobre terreno para pisos industriales y pavimentos utilizando elementos finitos bidimensionales e integrando el suelo en el diseño. El método propuesto para diseñar pisos industriales ha sido llamado Camero Finite Element Method. Un ejemplo de un piso industrial diseñado para soportar un número infinito de repeticiones de carga (o un periodo de vida útil de 50 años) es aquí presentado con el fin de comparar los resultados de Camero Finite Element Method, los métodos simplificados de la PCA (portland Cement association) y la WRI (wire Reinforcement Institute). En el ejemplo, un piso industrial es diseñado para ser capaz de admitir un número infinito de aplicaciones de carga (o un periodo de vida útil de 50 años), comparando los resultados de Camero Finite Element Method y los métodos simplificados de las PCA y la WRI. El piso industrial o pavimento será capaz de resistir un número infinito de aplicaciones de carga (50 años) si es diseñado con Camero Finite Element Method. De otra manera: Si es diseñado por los métodos de la PCA y la WRI únicamente durará pocos años (en este ejemplo, en el periodo de un año el número de aplicaciones del eje cargado es igual al número de repeticiones admisibles). Concluimos que el piso industrial o pavimento será capaz de admitir un número infinito de aplicaciones de carga (periodo de vida útil de 50 años) si es diseñado con Camero Finite Element Method.Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ingeniería2019-07-03T04:48:42Z2019-07-03T04:48:42Z2015-05-01Artículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTapplication/pdfapplication/pdfISSN: 2248-8723https://repositorio.unal.edu.co/handle/unal/67667http://bdigital.unal.edu.co/68696/spahttps://revistas.unal.edu.co/index.php/ingeinv/article/view/45603Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónCamero Sanabria, Hugo Ernesto (2015) A novel finite element method for designing floor slabs on grade and pavements with loads at edges. Ingeniería e Investigación, 35 (2). pp. 15-22. ISSN 2248-8723Derechos reservados - Universidad Nacional de ColombiaAtribución-NoComercial 4.0 Internacionalhttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccessreponame:Repositorio UNinstname:Universidad Nacional de Colombiainstacron:Universidad Nacional de Colombia2023-06-01T04:03:03Z |
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15,647109 |