Evaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibras
ilustraciones, diagramas, fotografías, tablas
- Autores:
-
Pira Ruíz, Jenny Magaly
- Tipo de recurso:
- Fecha de publicación:
- 2022
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/87059
- Palabra clave:
- 620 - Ingeniería y operaciones afines::624 - Ingeniería civil
690 - Construcción de edificios
710 - Planificación del área y arquitectura del paisaje::717 - Estructuras en arquitectura paisajística
HORMIGON ARMADO
DISIPACION ENERGETICA
FLEXION (METALISTERIA)
Reinforced concrete
Energy dissipation
Bending
SFRC
Fiber method
Inelastic behavior
Steel fibers
Flexure
Método de Fibras
Fibras de acero
Flexión
Comportamiento inelástico
- Rights
- openAccess
- License
- Reconocimiento 4.0 Internacional
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Evaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibras |
| dc.title.translated.eng.fl_str_mv |
Steel short fiber reinforced concrete elements subjected to flexure : application of the fiber method |
| title |
Evaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibras |
| spellingShingle |
Evaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibras 620 - Ingeniería y operaciones afines::624 - Ingeniería civil 690 - Construcción de edificios 710 - Planificación del área y arquitectura del paisaje::717 - Estructuras en arquitectura paisajística HORMIGON ARMADO DISIPACION ENERGETICA FLEXION (METALISTERIA) Reinforced concrete Energy dissipation Bending SFRC Fiber method Inelastic behavior Steel fibers Flexure Método de Fibras Fibras de acero Flexión Comportamiento inelástico |
| title_short |
Evaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibras |
| title_full |
Evaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibras |
| title_fullStr |
Evaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibras |
| title_full_unstemmed |
Evaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibras |
| title_sort |
Evaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibras |
| dc.creator.fl_str_mv |
Pira Ruíz, Jenny Magaly |
| dc.contributor.advisor.spa.fl_str_mv |
Lizarazo Marriaga, Juan Manuel Luna Tamayo, Patricia |
| dc.contributor.author.spa.fl_str_mv |
Pira Ruíz, Jenny Magaly |
| dc.contributor.researchgroup.spa.fl_str_mv |
Análisis, Diseño y Materiales Gies |
| dc.contributor.orcid.spa.fl_str_mv |
Pira Ruíz, Jenny Magaly [0000000347211043] |
| dc.contributor.googlescholar.spa.fl_str_mv |
JENNY PIRA, [J. Pira] |
| dc.subject.ddc.spa.fl_str_mv |
620 - Ingeniería y operaciones afines::624 - Ingeniería civil 690 - Construcción de edificios 710 - Planificación del área y arquitectura del paisaje::717 - Estructuras en arquitectura paisajística |
| topic |
620 - Ingeniería y operaciones afines::624 - Ingeniería civil 690 - Construcción de edificios 710 - Planificación del área y arquitectura del paisaje::717 - Estructuras en arquitectura paisajística HORMIGON ARMADO DISIPACION ENERGETICA FLEXION (METALISTERIA) Reinforced concrete Energy dissipation Bending SFRC Fiber method Inelastic behavior Steel fibers Flexure Método de Fibras Fibras de acero Flexión Comportamiento inelástico |
| dc.subject.lemb.spa.fl_str_mv |
HORMIGON ARMADO DISIPACION ENERGETICA FLEXION (METALISTERIA) |
| dc.subject.lemb.eng.fl_str_mv |
Reinforced concrete Energy dissipation Bending |
| dc.subject.proposal.eng.fl_str_mv |
SFRC Fiber method Inelastic behavior Steel fibers Flexure |
| dc.subject.proposal.spa.fl_str_mv |
Método de Fibras Fibras de acero Flexión Comportamiento inelástico |
| description |
ilustraciones, diagramas, fotografías, tablas |
| publishDate |
2022 |
| dc.date.issued.none.fl_str_mv |
2022 |
| dc.date.accessioned.none.fl_str_mv |
2024-10-25T13:06:30Z |
| dc.date.available.none.fl_str_mv |
2024-10-25T13:06:30Z |
| dc.type.spa.fl_str_mv |
Trabajo de grado - Maestría |
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info:eu-repo/semantics/masterThesis |
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info:eu-repo/semantics/acceptedVersion |
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Text |
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http://purl.org/redcol/resource_type/TM |
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acceptedVersion |
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https://repositorio.unal.edu.co/handle/unal/87059 |
| dc.identifier.instname.spa.fl_str_mv |
Universidad Nacional de Colombia |
| dc.identifier.reponame.spa.fl_str_mv |
Repositorio Institucional Universidad Nacional de Colombia |
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https://repositorio.unal.edu.co/ |
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https://repositorio.unal.edu.co/handle/unal/87059 https://repositorio.unal.edu.co/ |
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Universidad Nacional de Colombia Repositorio Institucional Universidad Nacional de Colombia |
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spa |
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spa |
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Ultra High Performance Fibre Reinforced Concretes, Interim recomnnedations. AFGC Publication. AIS. (2010). NSR-10 Reglamento Colombiano de Construcción Sismoresistente. Akkaya, Y., Shah, S. P., & Ankenman, B. (2001). Effect of fiber dispersion on multiple cracking of cement composites. Journal of Engineering Mechanics, 127(4), 311–316. Amin, A., Foster, S. J., & Muttoni, A. (2015). Derivation of the σ-w relationship for SFRC from prism bending tests. Structural Concrete, 16(1), 93–105. https://doi.org/10.1002/suco.201400018 Appa Rao, G., & Sreenivasa Rao, A. (2009). Toughness indices of steel fiber reinforced concrete under mode II loading. Materials and Structures, Volume 42, Springer, pp 1173-1184. ASTM. (2011). A820/A820M-11 Standard Specification for Steel Fibers for Fiber-Reinforced Concrete. ASTM. Badell -Zaragoza -18 De Mayo, R. (n.d.). PAVIMENTOS ARMADOS CON FIBRAS METALICAS. Barros, J. A., & Cruz, J. S. (2001). Fracture energy of steel fiber-reinforced concrete. Mechanics of Composite Materials and Structures, 8(1), 29–45. Barros, J. A., Cunha, A. F., Ribeiro, A. F., & Antunes, J. A. (2005). Post-cracking behaviour of steel fibre reinforced concrete. Materials and Structures, 38, 47–56. Barros, J. A. O., & Figueiras, J. A. (1997). FLEXURAL BEHAVIOR OF SFRC: TESTING AND MODELING. Journal of Structural Engineering, 11(4). Bazant, Z., & Planas, J. (1998). Fracture and size effect in concrete and other quaisbrittle materials. CRC Press. Bentur, A., & Mindness, S. (1990). Fibre reinforced cementitious composites. Elsevier Applied Science. Binici, B. (2005a). An analytical model for stress-strain behavior of confined concrete. Engineering Structures, 27(7), 1040–1051. https://doi.org/10.1016/j.engstruct.2005.03.002 Blanco, S. (2006). Contribuciones al análisis del fallo material en tres dimensiones usando la aproximación de discontinuidades fuertes. Tesis Doctoral, Universidad Politécnica de Cataluña Bordelon, A., & Roesler, J. (2012). Distribution of fiber-reinforcement in thin concrete overlays. Proceedings Form the 10th International Conference in Concrete Pavements, 545–564. Buitrago, H. (2022). Programa didáctico de análisis no lineal de secciones transversales en elementos estructurales a flexión y fuerza axial. Universidad Nacional De Colombia. Caicedo, M. A. (2010a). Modelación numérica con elementos finitos del concreto reforzado con fibras cortas mediante un modelo constitutivo de Daño-plasticidad. Facultad de Ingeniería, Universidad Nacional de Colombia. Camões, A., & Ferreira, R. M. (2010). Technological evolution of concrete: from ancient times to ultra high-performance concrete. In Cruz (Ed.), Structures and Architecture. Taylor & Francis Group. Car, E. (2000). Modelo constitutivo continuo para el estudio del comportamiento mecánico de materiales compuestos. Universidad Politécnica de Cataluña. CEN. (2006). EN 14889-1:2006 Fibres for concrete. Steel fibres - Definitions, specifications and conformity. 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A finite element model with discrete embedded elements for fibre reinforced composites. Computers & Structures, 94–95, 22–33. https://doi.org/http://dx.doi.org/10.1016/j.compstruc.2011.12.005 De Borst, R. (2002a). Fracture in quasi-brittle materials: a review of continuum damage-based approaches. Engineering Fracture Mechanics, 96–112. De Borst, R., Remmers, J., Needleman, A., & Abellan, M. A. (2004). Discrete vs smeared crack models for concrete fracture: bridging the gap. International Journal for Numerical and Analytical Methods in Geomechanics, 28, 583–607. Di Prisco, M., Colombo, M., & Dozio, D. (2013a). Fibre-reinforced concrete in fib Model Code 2010: Principles, models and test validation. Structural Concrete, 14(4), 342–361. https://doi.org/10.1002/suco.201300021 El-Abbasy, A. A. (2023). Tensile, flexural, impact strength, and fracture properties of ultra-high-performance fiber-reinforced concrete – A comprehensive review. In Construction and Building Materials (Vol. 408). Elsevier Ltd. https://doi.org/10.1016/j.conbuildmat.2023.133621 Fang, Q., & Zhang, J. (2013). Three-dimensional modelling of steel fiber reinforced concrete material under intense dynamic loading. Construction and Building Materials, 44, 118–132. https://doi.org/10.1016/j.conbuildmat.2013.02.067 Gribniak, V., & Sokolov, A. (2023). Standardized RC beam tests for modeling the fiber bridging effect in SFRC. https://doi.org/10.1016/j.conbuildmat.2023.130652 Guevara González, R. D. (2014). Capability Analysis for Profiles [Tesis de Doctorado, Universidad Nacional de Colombia]. https://repositorio.unal.edu.co/handle/unal/51332 Guevara, R. D., & Vargas, J. A. (2013). Process capability analysis for nonlinear profiles using depth functions. Quality and Rebiality Engineering International. Harries, K. A., & Kharel, G. (2003). Experimental investigation of the behavior of variably confined concrete. 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The history of concrete - Part 2: From Portland cement to structural concrete. Concrete Journal, The Aberdeen Group. Sun, Y., & Genton, M. G. (2011). Functional Boxplots. Journal of Computational and Graphical Statistics, 20(2), 316–334. Tiberti, G., Minelli, F., & Plizzari, G. (2014). Cracking behavior in reinforced concrete members with steel fibers: A comprehensive experimental study. https://doi.org/10.1016/j.cemconres.2014.10.011 Torrijos, M. C., Barragan, B. E., & Zerbino, R. L. (2010). Placing conditions, mesostructural characteristics and post-cracking response of fibre reinforced self-compacting concretes. Construction and Buildinf Materials, 24, 1078–1085. Trindade, Y. T., Bitencourt, L. A. G., & Manzoli, O. L. (2020). Design of SFRC members aided by a multiscale model: Part II-Predicting the behavior of RC-SFRC beams. https://doi.org/10.1016/j.compstruct.2020.112079 Vandewalle, L., Heirman, G., & Van Rickstal, F. (2008). 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Journal of the Mechanics and Physics of Solids. https://doi.org/http://dx.doi.org/10.1016/j.jmps.2015.12.025 Zhang, S., Zhang, C., Liao, L., Wang, C., & Zhao, R. (2020). Investigation into the effect of fibre distribution on the post-cracking tensile strength of SFRC through physical experimentation and numerical simulation. https://doi.org/10.1016/j.conbuildmat.2020.118433 Zhang, W., Zhang, S., Wei, J., & Huang, Y. (2024). Flexural behavior of SFRC-NC composite beams: An experimental and numerical analytical study. Structures, 60. https://doi.org/10.1016/j.istruc.2023.105823 Zheng, Y., Lv, X., Hu, S., Zhuo, J., Wan, C., & Liu, J. (2024). Mechanical properties and durability of steel fiber reinforced concrete: A review. In Journal of Building Engineering (Vol. 82). Elsevier Ltd. https://doi.org/10.1016/j.jobe.2023.108025 Zile, E., & Zile, O. (2013). Effect of the fiber geometry on the pullout response fo mechanically deformed steel fibers. Cement and Concrete Research, 44, 18–24. |
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Universidad Nacional de Colombia |
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Bogotá - Ingeniería - Maestría en Ingeniería - Estructuras |
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Facultad de Ingeniería |
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Universidad Nacional de Colombia - Sede Bogotá |
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Reconocimiento 4.0 Internacionalhttp://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Lizarazo Marriaga, Juan Manuel5773f81a6037772a79e67aad79a143d9600Luna Tamayo, Patriciaeb0a0c55c0a8abe56c9ad14ce44b590e600Pira Ruíz, Jenny Magaly1e8d53099388f99785569de1929db66eAnálisis, Diseño y Materiales GiesPira Ruíz, Jenny Magaly [0000000347211043]JENNY PIRA, [J. Pira]2024-10-25T13:06:30Z2024-10-25T13:06:30Z2022https://repositorio.unal.edu.co/handle/unal/87059Universidad Nacional de ColombiaRepositorio Institucional Universidad Nacional de Colombiahttps://repositorio.unal.edu.co/ilustraciones, diagramas, fotografías, tablasEn este estudio se evalúa el comportamiento inelástico del concreto reforzado con fibras cortas de acero bajo condiciones de flexión, con el objetivo de entender su comportamiento y capacidad de disipación de energía. Se desarrolló un modelo constitutivo para simular la respuesta mecánica inelástica del material bajo cargas axiales, complementado por un análisis de momento-curvatura utilizando un enfoque de discretización por capas en secciones transversales. La metodología incluyó una validación experimental de los modelos teóricos mediante ensayos en elementos de concreto sometidos a flexión pura, permitiendo la comparación directa entre los resultados teóricos y experimentales. Los hallazgos indican que el método de fibras mejora significativamente la capacidad de modelar el comportamiento no lineal del concreto reforzado con fibras, ofreciendo predicciones más precisas en comparación con los métodos convencionales. Se observó un incremento notable en la ductilidad y en la absorción de energía del material, atribuido a la inclusión de las fibras de acero. Estos resultados resaltan la importancia de considerar las propiedades mecánicas y geométricas de las fibras en el diseño de mezclas de concreto reforzado para optimizar su rendimiento estructural (Texto tomado de la fuente).This study evaluates the inelastic behavior of concrete reinforced with short steel fibers under bending conditions, to understand its strength and energy dissipation capacity. A constitutive model was developed to simulate the inelastic mechanical response of the material under axial loads, complemented by a moment-curvature analysis using a layered discretization approach in crosssections. The methodology included an experimental validation of the theoretical models employing tests on concrete elements subjected to pure bending, allowing direct comparison between theoretical and empirical results. The findings indicate that the fiber method significantly improves the ability to model the nonlinear behavior of fiber-reinforced concrete, providing more accurate predictions than conventional methods. A noticeable increase in the ductility and energy absorption of the material was observed, attributed to the inclusion of steel fibers. These results underline the importance of considering the mechanical and geometrical properties of fibers in the design of reinforced concrete mixtures to optimize their structural performance.MaestríaMagister en Ingeniería - EstructurasPara establecer un modelo constitutivo representativo para el comportamiento del concreto sometido a fuerza axial se toma como parámetro de referencia los resultados experimentales obtenidos de ensayos de cilindros sometidos a compresión y muestras de tracción de concreto reforzado con fibras cortas de acero. Para cumplir con el primer objetivo de esta tesis, se seleccionó un modelo constitutivo del comportamiento mecánico inelástico a carga axial del SFRC a partir de la revisión de la literatura. Este modelo fue ajustado y validado usando los resultados experimentales obtenidos de los ensayos realizados en el laboratorio. El enfoque metodológico asegura que el modelo seleccionado refleje de manera precisa la tendencia observada en los datos experimentales, proporcionando una representación del comportamiento mecánico del SFRC bajo cargas axiales como lo recomienda Casaburo et al. (2019). En el contexto de la investigación científica, los verbos que se eligen para definir los objetivos deben reflejar con precisión las acciones que se llevarán a cabo. A continuación, se detalla cómo "definir" puede ser sinónimo de "seleccionar", "adoptar", "adaptar" y "ajustar" en este contexto: Definir: Establecer claramente el carácter, los límites o la estructura de algo. Seleccionar: Elegir entre varias opciones la que mejor se ajusta a ciertos criterios. Al "definir" un modelo constitutivo, se está estableciendo cuál de los modelos existentes se va a utilizar, es decir, se está "seleccionando" el más adecuado basado en los resultados experimentales y las condiciones del estudio. Adoptar: Aceptar y comenzar a usar un modelo, método o idea previamente existente. Al definir un modelo también puede implicar "adoptar" un modelo ya existente y validado en la literatura, asegurando que cumple con los requisitos de la investigación. Adaptar: Modificar algo para que se ajuste a nuevas condiciones o requerimientos. Muchas veces, definir un modelo para un contexto específico implica "adaptar" un modelo existente para que se ajuste mejor a las condiciones experimentales y a las características del material estudiado. Ajustar: Cambiar ligeramente algo para mejorar su funcionamiento o adecuación a un propósito específico El proceso de definición incluye "ajustar" parámetros del modelo para que refleje con precisión los resultados observados en los experimentos. Este enfoque está respaldado tanto por la taxonomía de Bloom como por las prácticas de investigación científica, asegurando que los objetivos de la investigación sean claros, alcanzables y específicos. En estudios como los de Kerlinger, F. N. (1986) Foundations of Behavioral Research enfatiza la importancia de definir conceptos y modelos de manera que se adapten a los datos empíricos. Creswell, J. W. (2014) Research Design: Qualitative, Quantitative, and Mixed Methods Approaches discute la necesidad de seleccionar y adaptar marcos teóricos existentes para guiar la investigación. Yin, R. K. (2017) Case Study Research and Applications: Design and Methods concluye la importancia de ajustar marcos teóricos para que se alineen con los hallazgos empíricos específicos. Se empleó el Método de Fibras para el análisis del comportamiento no lineal del concreto, enfocándose en calcular la resistencia y ductilidad a flexión en elementos reforzados con fibras. Este método muestra la influencia significativa de las fibras de acero en las propiedades mecánicas del concreto y cómo estas afectan la capacidad del material para soportar cargas de flexión. Se ingresan los modelos de material no lineales definidos en la etapa anterior para cada mezcla. Luego, la sección transversal se divide en capas o fibras, y se asignan modelos de material a cada una de ellas. Se aplica una carga y se selecciona un método analítico, ya sea el control de desplazamiento o el control de fuerza. En términos generales, los resultados obtenidos mediante la aplicación de este método incluyen la relación entre el momento y la curvatura de la sección transversal del elemento estructural, así como el seguimiento de la deformación, el esfuerzo y el estado del material para cada una de las fibras. Este trabajo incluyó la evaluación del comportamiento mecánico a flexión de una mezcla de concreto reforzado con fibras y refuerzo convencional con barras de acero, utilizando ensayos en vigas de sección rectangular. Esto permitió validar la metodología desarrollada con los datos experimentales. La validación demostró que el método propuesto es capaz de reflejar fielmente los fenómenos mecánicos y el comportamiento no lineal que se observa en situaciones reales. Durante el desarrollo de la investigación, se abordaron los retos y las posibilidades que implica estudiar el comportamiento no lineal de materiales alternativos al concreto tradicional, como los que incluyen barras de acero, en el contexto de la ingeniería estructural, que abarcó desde la definición de propiedades hasta la implementación de técnicas simples, para aportar al diseño y análisis de estructuras reforzadas con fibras de acero, extendiendo así el potencial de uso de estos materialesAnálisis estructural153 páginasapplication/pdfspaUniversidad Nacional de ColombiaBogotá - Ingeniería - Maestría en Ingeniería - EstructurasFacultad de IngenieríaBogotá, ColombiaUniversidad Nacional de Colombia - Sede Bogotá620 - Ingeniería y operaciones afines::624 - Ingeniería civil690 - Construcción de edificios710 - Planificación del área y arquitectura del paisaje::717 - Estructuras en arquitectura paisajísticaHORMIGON ARMADODISIPACION ENERGETICAFLEXION (METALISTERIA)Reinforced concreteEnergy dissipationBendingSFRCFiber methodInelastic behaviorSteel fibersFlexureMétodo de FibrasFibras de aceroFlexiónComportamiento inelásticoEvaluación del comportamiento inelástico en elementos de concreto reforzado con fibras cortas de acero sometidos a flexión: aplicación del método de fibrasSteel short fiber reinforced concrete elements subjected to flexure : application of the fiber methodTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/acceptedVersionTexthttp://purl.org/redcol/resource_type/TMAbbass, W., Iqbal Khan, M., & Mourad, S. 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