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dc.creatorSabau, Marian
dc.date.accessioned2020-05-27T19:42:56Z
dc.date.available2020-05-27T19:42:56Z
dc.date.issued2020-04-14
dc.identifier.issn2352-3409
dc.identifier.urihttps://hdl.handle.net/11323/6293
dc.description.abstractIn this paper, the data were simulated using the bond model, proposed in a previously published research article of the author, to predict the peak bond stress in self-compacting concrete (SCC). The parameters considered were the concrete compressive strength, the geometrical properties of the reinforcing bar, and the confining reinforcement. The data consisted of 500 simulations for various concrete grades (C12, C16, C20, C25, C30, C35, C40, C45, and C50) and reinforcing bar diameters (10, 12, 16, 20, and 25 mm). Exploratory data analysis (EDA) was conducted and descriptive statistics were used to analyse all the data and some subsets of interest. These data can be reused in a finite element analysis software to explicitly model the bond between SCC and reinforcing bars through point-to-point or surface-to-surface contact.spa
dc.description.abstractEn este documento, los datos se simularon utilizando el modelo de enlace, propuesto en un artículo de investigación publicado anteriormente por el autor, para predecir el esfuerzo de enlace máximo en el hormigón autocompactante (SCC). Los parámetros considerados fueron la resistencia a la compresión del hormigón, las propiedades geométricas de la barra de refuerzo y el refuerzo de confinamiento. Los datos consistieron en 500 simulaciones para varios grados de concreto (C12, C16, C20, C25, C30, C35, C40, C45 y C50) y diámetros de barras de refuerzo (10, 12, 16, 20 y 25 mm). Se realizó un análisis exploratorio de datos (EDA) y se utilizaron estadísticas descriptivas para analizar todos los datos y algunos subconjuntos de interés. Estos datos se pueden reutilizar en un software de análisis de elementos finitos para modelar explícitamente la unión entre SCC y las barras de refuerzo a través del contacto punto a punto o de superficie a superficie.spa
dc.language.isoengspa
dc.publisherData in Briefspa
dc.relation.ispartofhttps://ezproxy.cuc.edu.co:2062/science/article/pii/S2352340920304881?via%3Dihubspa
dc.rightsCC0 1.0 Universal*
dc.rights.urihttp://creativecommons.org/publicdomain/zero/1.0/*
dc.subjectSelf-compacting concretespa
dc.subjectBond modelspa
dc.subjectPull-out failurespa
dc.subjectConfining reinforcementspa
dc.subjectRelative rib areaspa
dc.subjectData analysisspa
dc.subjectHormigón autocompactantespa
dc.subjectModelo de enlacespa
dc.subjectFalla de extracciónspa
dc.subjectRefuerzo de confinamientospa
dc.subjectÁrea de costilla relativaspa
dc.subjectAnálisis de los datosspa
dc.titleSimulated data on bond of steel reinforcement in self-compacting concretespa
dc.title.alternativeDatos simulados sobre la unión del refuerzo de acero en hormigón autocompactantespa
dc.typeArticlespa
dcterms.references[1] M. Sabău Bond of steel reinforcement in self-compacting concrete Mendeley Data. v3 (2020), 10.17632/4j8hcv62j3.3 Google Scholarspa
dcterms.references[2] M. Sabău, I. Pop, T. Oneţ Experimental study on local bond stress-slip relationship in self-compacting concrete Mater. Struct., 49 (2016), pp. 3693-3711, 10.1617/s11527-015-0749-5 CrossRefView Record in ScopusGoogle Scholarspa
dcterms.references[3] fib fib Model Code for Concrete Structures 2010 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim, Germany (2013), p. 2013, 10.1002/9783433604090 Google Scholarspa
dcterms.references[4] ACI Committee 408 ACI 408R-03: Bond and Development of Straight Reinforcing Bars in Tension American Concrete Institute (2003) Google Scholarspa
dc.type.hasVersioninfo:eu-repo/semantics/submittedVersionspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.identifier.doi10.1016/j.dib.2020.105594


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