Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete
Comparación de modelos para determinar la máxima presión lateral en hormigones autocompactantes
| 2013 | |
|
Hormigón autocompactante (HAC) Modelos experimentales Presión lateral Encofrados verticales Self-compacting concrete (SCC); Experimental models Lçateral pressure Vertical formwork |
|
| Español | |
| Universidad de Montevideo | |
| REDUM | |
|
http://revistas.um.edu.uy/index.php/ingenieria/article/view/353
https://hdl.handle.net/20.500.12806/2508 |
|
| Acceso abierto | |
| Atribución 4.0 Internacional |
| _version_ | 1807356688083189760 |
|---|---|
| author | Teixeira, Sofía |
| author2 | Santilli, Adrián Puente, Iñigo |
| author2_role | author author |
| author_facet | Teixeira, Sofía Santilli, Adrián Puente, Iñigo |
| author_role | author |
| collection | REDUM |
| dc.creator.none.fl_str_mv | Teixeira, Sofía Santilli, Adrián Puente, Iñigo |
| dc.date.accessioned.none.fl_str_mv | 2024-07-12T12:56:20Z |
| dc.date.available.none.fl_str_mv | 2024-07-12T12:56:20Z |
| dc.date.none.fl_str_mv | 2013-12-02 |
| dc.description.en-US.fl_txt_mv | The design of vertical formwork is dependent on the prediction of the maximum lateral pressure exerted by fresh concrete. This work describes the experimental models formulated in the bibliography to predict maximum lateral pressure exerted by Self-compacting concrete (SCC) on vertical formworks and it performs a comparison of them against two experimental cases recompiled from the bibliography; columns of major and small heights. Therefore, this article has two main objectives, firstly intent to justify the use of the models which need a rheological parameter to predict the maximum lateral pressure exerted by SCC, and secondly intent to determine the model that best fits to the maximum experimental lateralpressure. |
| dc.description.es-ES.fl_txt_mv | El diseño de encofrados verticales depende de la predicción de la máxima presión lateral ejercida por el hormigón en estado fresco. En este trabajo se describen los modelos experimentales descritos en la bibliografía para predecir la máxima presión lateral ejercida por el hormigón autocompactante (HAC) en encofrados verticales y se realiza una comparación de los mismos frente a dos casos experimentales recopilados en la bibliografía; para columnas de pequeña y gran altura. Por lo tanto, se presentan dos objetivos fundamentales: en primer lugar justificar el uso de modelos que necesiten la determinación de un parámetro reológico para predecir la máxima presión lateral ejercida por HAC y en segundo lugar determinar el modelo que mejor se adecua a la máxima presión experimental. |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | http://revistas.um.edu.uy/index.php/ingenieria/article/view/353 |
| dc.identifier.uri.none.fl_str_mv | https://hdl.handle.net/20.500.12806/2508 |
| dc.language.iso.none.fl_str_mv | spa |
| dc.publisher.es-ES.fl_str_mv | Universidad de Montevideo |
| dc.relation.none.fl_str_mv | http://revistas.um.edu.uy/index.php/ingenieria/article/view/353/423 |
| dc.rights.es-ES.fl_str_mv | Derechos de autor 2019 Sofía Teixeira, Adrián Santilli, Iñigo Puente |
| dc.rights.license.none.fl_str_mv | Atribución 4.0 Internacional |
| dc.rights.none.fl_str_mv | info:eu-repo/semantics/openAccess |
| dc.source.en-US.fl_str_mv | Memoria Investigaciones en Ingeniería; No. 11 (2013); 7-14 |
| dc.source.es-ES.fl_str_mv | Memoria Investigaciones en Ingeniería; Núm. 11 (2013); 7-14 |
| dc.source.none.fl_str_mv | 2301-1106 2301-1092 reponame:REDUM instname:Universidad de Montevideo instacron:Universidad de Montevideo |
| dc.source.pt-BR.fl_str_mv | Memoria Investigaciones en Ingenieria; n. 11 (2013); 7-14 |
| dc.subject.en-US.fl_str_mv | Self-compacting concrete (SCC); Experimental models Lçateral pressure Vertical formwork |
| dc.subject.es-ES.fl_str_mv | Hormigón autocompactante (HAC) Modelos experimentales Presión lateral Encofrados verticales |
| dc.title.none.fl_str_mv | Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete Comparación de modelos para determinar la máxima presión lateral en hormigones autocompactantes |
| dc.type.en-US.fl_str_mv | Peer reviewed articles |
| dc.type.es-ES.fl_str_mv | Artículos evaluados por pares |
| dc.type.none.fl_str_mv | info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
| dc.type.pt-BR.fl_str_mv | Artigos revistos por pares |
| dc.type.version.none.fl_str_mv | publishedVersion info:eu-repo/semantics/publishedVersion |
| description | The design of vertical formwork is dependent on the prediction of the maximum lateral pressure exerted by fresh concrete. This work describes the experimental models formulated in the bibliography to predict maximum lateral pressure exerted by Self-compacting concrete (SCC) on vertical formworks and it performs a comparison of them against two experimental cases recompiled from the bibliography; columns of major and small heights. Therefore, this article has two main objectives, firstly intent to justify the use of the models which need a rheological parameter to predict the maximum lateral pressure exerted by SCC, and secondly intent to determine the model that best fits to the maximum experimental lateralpressure. |
| eu_rights_str_mv | openAccess |
| format | article |
| id | REDUM_7fc1a259deb82727a9f144580d01ac7e |
| instacron_str | Universidad de Montevideo |
| institution | Universidad de Montevideo |
| instname_str | Universidad de Montevideo |
| language | spa |
| network_acronym_str | REDUM |
| network_name_str | REDUM |
| oai_identifier_str | oai:redum.um.edu.uy:20.500.12806/2508 |
| publishDate | 2013 |
| reponame_str | REDUM |
| repository.mail.fl_str_mv | nolascoaga@um.edu.uy |
| repository.name.fl_str_mv | REDUM - Universidad de Montevideo |
| repository_id_str | 10501 |
| rights_invalid_str_mv | Derechos de autor 2019 Sofía Teixeira, Adrián Santilli, Iñigo Puente Atribución 4.0 Internacional |
| spelling | Teixeira, SofíaSantilli, AdriánPuente, Iñigo2013-12-022024-07-12T12:56:20Z2024-07-12T12:56:20Zhttp://revistas.um.edu.uy/index.php/ingenieria/article/view/353https://hdl.handle.net/20.500.12806/2508The design of vertical formwork is dependent on the prediction of the maximum lateral pressure exerted by fresh concrete. This work describes the experimental models formulated in the bibliography to predict maximum lateral pressure exerted by Self-compacting concrete (SCC) on vertical formworks and it performs a comparison of them against two experimental cases recompiled from the bibliography; columns of major and small heights. Therefore, this article has two main objectives, firstly intent to justify the use of the models which need a rheological parameter to predict the maximum lateral pressure exerted by SCC, and secondly intent to determine the model that best fits to the maximum experimental lateralpressure.El diseño de encofrados verticales depende de la predicción de la máxima presión lateral ejercida por el hormigón en estado fresco. En este trabajo se describen los modelos experimentales descritos en la bibliografía para predecir la máxima presión lateral ejercida por el hormigón autocompactante (HAC) en encofrados verticales y se realiza una comparación de los mismos frente a dos casos experimentales recopilados en la bibliografía; para columnas de pequeña y gran altura. Por lo tanto, se presentan dos objetivos fundamentales: en primer lugar justificar el uso de modelos que necesiten la determinación de un parámetro reológico para predecir la máxima presión lateral ejercida por HAC y en segundo lugar determinar el modelo que mejor se adecua a la máxima presión experimental.application/pdfspaUniversidad de Montevideohttp://revistas.um.edu.uy/index.php/ingenieria/article/view/353/423Derechos de autor 2019 Sofía Teixeira, Adrián Santilli, Iñigo Puenteinfo:eu-repo/semantics/openAccessAtribución 4.0 InternacionalMemoria Investigaciones en Ingeniería; No. 11 (2013); 7-14Memoria Investigaciones en Ingeniería; Núm. 11 (2013); 7-14Memoria Investigaciones en Ingenieria; n. 11 (2013); 7-142301-11062301-1092reponame:REDUMinstname:Universidad de Montevideoinstacron:Universidad de MontevideoHormigón autocompactante (HAC)Modelos experimentalesPresión lateralEncofrados verticalesSelf-compacting concrete (SCC);Experimental modelsLçateral pressureVertical formworkComparison between the experimental models to determine the maximum lateral pressure in self-compacting concreteComparación de modelos para determinar la máxima presión lateral en hormigones autocompactantesinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionPeer reviewed articlesArtículos evaluados por paresArtigos revistos por parespublishedVersioninfo:eu-repo/semantics/publishedVersion20.500.12806/25082024-07-12 09:56:20.735oai:redum.um.edu.uy:20.500.12806/2508Universidadhttps://um.edu.uy/https://redum.um.edu.uy/oai/requestnolascoaga@um.edu.uyUruguayopendoar:105012024-07-12T12:56:20REDUM - Universidad de Montevideofalse |
| spellingShingle | Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete Teixeira, Sofía Hormigón autocompactante (HAC) Modelos experimentales Presión lateral Encofrados verticales Self-compacting concrete (SCC); Experimental models Lçateral pressure Vertical formwork |
| status_str | publishedVersion |
| title | Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete |
| title_full | Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete |
| title_fullStr | Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete |
| title_full_unstemmed | Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete |
| title_short | Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete |
| title_sort | Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete |
| topic | Hormigón autocompactante (HAC) Modelos experimentales Presión lateral Encofrados verticales Self-compacting concrete (SCC); Experimental models Lçateral pressure Vertical formwork |
| url | http://revistas.um.edu.uy/index.php/ingenieria/article/view/353 https://hdl.handle.net/20.500.12806/2508 |
