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Vigas de hormigón armado sometidas a flexión en tres puntos utilizando el método de elementos finitos

dc.contributor.authorAfanador García, Nelson
dc.contributor.authorGuerrero Gómez, Gustavo
dc.contributor.authorNolasco Serna, Christian
dc.coverage.spatialColombiaen_US
dc.date.accessioned2025-10-06T19:47:46Z
dc.date.available2025-10-06T19:47:46Z
dc.date.issued2021-05-01
dc.identifier.issn1742-6596en_US
dc.identifier.urihttps://repositorioinstitucional.ufpso.edu.co/xmlui/handle/20.500.14167/5668
dc.description.abstractLos edificios suelen estar compuestos por elementos de hormigón armado, y comprender la respuesta de estos elementos a las acciones a las que están sometidos es fundamental para el diseño de una estructura viable, segura y económica. Este artículo analiza el modelado de elementos finitos en 3D utilizando el software comercial ANSYS para una viga de hormigón armado sometida a flexión en tres puntos, simplemente apoyada con una sección transversal doblemente armada y refuerzo transversal. Este trabajo validó los resultados de un modelo numérico con resultados teóricos para una viga de hormigón armado sometida a carga monótona. Este trabajo se llevó a cabo para el programa de ingeniería civil de la Universidad Francisco de Paula Santander, Ocaña, Colombia, con el fin de reducir el abandono de los estudiantes, aumentar la motivación y ampliar las habilidades profesionales de los futuros graduados.en_US
dc.language.isoen_USen_US
dc.relationhttps://iopscience.iop.org/article/10.1088/1742-6596/1938/1/012008/metaen_US
dc.titleVigas de hormigón armado sometidas a flexión en tres puntos utilizando el método de elementos finitosen_US
dc.title.translatedReinforced concrete beams subjected to three-point bending using finite element methoden_US
dc.contributor.cvlacNelson Afanador García [0000226920]en_US
dc.contributor.cvlacGustavo Guerrero Gómez [0001413037]en_US
dc.contributor.cvlacChristian Nolasco Serna [0000016699]en_US
dc.contributor.googlescholarNelson Afanador García [8Uk1lqUAAAAJ]en_US
dc.contributor.googlescholarGustavo Guerrero Gómez [La8nZsAAAAAJ]en_US
dc.contributor.googlescholarChristian Nolasco Serna [DriRZs4AAAAJ&hl]en_US
dc.contributor.orcidNelson Afanador García [0000-0001-5463-2036]en_US
dc.contributor.orcidGustavo Guerrero Gómez [0000-0002-4316-7113]en_US
dc.contributor.orcidChristian Nolasco Serna [0000-0001-6923-3388]en_US
dc.contributor.researchgateNelson Afanador García [Nelson-Afanador]en_US
dc.contributor.researchgateChristian Nolasco Serna [Christian-Serna-2]en_US
dc.contributor.scopusNelson Afanador García [57202680756]en_US
dc.contributor.scopusGustavo Guerrero Gómez [57205119123]en_US
dc.contributor.scopusChristian Nolasco Serna [57212415000]en_US
dc.description.abstractenglishBuildings are generally composed of reinforced concrete elements and understanding the response of these elements to the actions to which they are subjected is crucial for the design of a feasible, safe, and economic structure. This paper analyzes 3D finite element modeling using the commercial software ANSYS for a reinforced concrete beam subjected to three-point bending, simply supported with a doubly reinforced cross-section and transverse reinforcement. This work validated the results of a numerical model with theoretical results for a reinforced concrete beam subjected to monotonic loading. This work was carried out for the civil engineering program of Universidad Francisco de Paula Santander, Ocaña, Colombia, in order to reduce student attrition, increase motivation, and broaden the professional skills of future graduates.en_US
dc.subject.proposalVigasen_US
dc.subject.proposalHormigónen_US
dc.subject.proposalFlexión en tres puntosen_US
dc.subject.proposalMetodo de elementos finitosen_US
dc.subject.keywordsBeamsen_US
dc.subject.keywordsConcreteen_US
dc.subject.keywordsThree-point bendingen_US
dc.subject.keywordsFinite element methoden_US
dc.publisher.facultyFacultad ingenieríasen_US
dc.type.redcolhttp://purl.org/redcol/resource_type/ARTen_US
dc.relation.referencesHasan M W, El-Khatieb M and Al-Ani H 2011 Steel reinforcement ratio dependency of plastic rotational capacity of reinforced concrete beams Jordan Journal of Civil Engineering 5 480-491en_US
dc.relation.referencesBuckhouse E 1997 External Flexural Reinforcement of Existing Reinforced Concrete Beams Using Bolted Steel Channels (United States of America: Marquette University) 1-95en_US
dc.relation.referencesWolanski A J 2004 Flexural Behavior of Reinforced and Prestressed Concrete Beams Using Finite Element Analysis (United States of America: Marquette University) 1-87en_US
dc.relation.referencesFanning P 2001 Nonlinear models of reinforced and post-tensioned concrete beams Electronic Journal of Structural Engineering 2 111-119en_US
dc.relation.referencesEvangelista F and Afanador-García N 2016 A polynomial chaos expansion approach to the analysis of uncertainty in viscoelastic structural elements DYNA 83 172-182en_US
dc.relation.referencesAfanador N, Noriega Sanchez C J and Nolasco Serna C 2020 Evaluation of uncertainty in determining the physical properties of concrete using Bootstrap Journal of Physics: Conference Series 1645 1-7en_US
dc.relation.referencesAfanador N, Sanjuan Y and Medina D 2012 Diseño sísmico de muros de contención en gravedad y voladizo Revista Colombiana de Tecnologias de Avanzada 2 97-104en_US
dc.relation.referencesDahmani L, Khennane and Kaci S 2010 Crack identification in reinforced concrete beams using ANSYS software Strength of Materials 42 232-340en_US
dc.relation.referencesANSYS Inc 2021 User’s Manual ANSYS V21 R1 (United States of America: ANSYS Inc.)en_US
dc.relation.referencesSrinivasan R and Sathiya K 2010 Flexural behavior of reinforced concrete Beams using finite element analysis (elastic analysis) Buletinul Institutului Politehnic Din Lasi. Sectia Constructii, Arhitectura 56 1-31en_US
dc.relation.referencesAdheem A H 2013 Nonlinear analysis of reinforced concrete beams strengthened in shear with NSM FRP rods Journal of Babylon University / Engineering Sciences 21 160-173en_US
dc.relation.referencesTimoshenko S and Delgado T 1967 Resitencia de Materiales: Teoria Elemental y Problemas (España: Espasa-Calpe)en_US
dc.identifier.DOI10.1088/1742-6596/1938/1/012008en_US


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