Propiedades mecánicas del concreto reforzado con fibras metálicas
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ISSN: 2076-8133
E-ISSN: 2312-637X
Sección
Actualidad Tecnológica
Actualidad Tecnológica
Esta obra está bajo licencia internacional Creative Commons Reconocimiento-NoComercial-CompartirIgual 4.0.
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Enviado:
Oct 23, 2017
Publicado: Oct 25, 2017
Publicado: Oct 25, 2017
Resumen
El concreto es uno de los materiales que más se utiliza en la industria de la construcción, por ende, cada vez son más los estudios que se le realizan para mejorar sus propiedades tanto químicas como mecánicas. Este último se diferencia en que al agregar adiciones a la masa del concreto, podemos mejorar tanto la capacidad resistente como de deformación. Es por ello que la introducción de las fibras metálicas, ha hecho un gran aporte al concreto mejorando la capacidad deformable en soportes que están sometidos a esfuerzos importantes
Palabras clave
fibras metálicas, concreto reforzado, tenacidad, deformación, tracciónDescargas
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Cómo citar
Caballero, K. (2017). Propiedades mecánicas del concreto reforzado con fibras metálicas. Prisma Tecnológico, 8(1), 18-23. Recuperado a partir de https://revistas.utp.ac.pa/index.php/prisma/article/view/1527
Citas
(1) ACI 116R-00, "Cement and Concrete Terminology," ACI Manual of Concrete Practice, American Concrete Institute, Farmington Hills, MI.
(2) ACI 318-2011, "Building Code Requirements for Reinforced Concrete", American Concrete Institute, Detroit, 2011, pp 471.
(3) ACI. 544.1R (1996). “State-of-the-Art Report on Fiber Reinforced Concret.”, Farmington Hills, MI.
(4) ACI. 544.3R (2008). “Guide for specifying, proportioning, and production of fiber-reinforced concrete.”, Farmington Hills, MI.
(5) ACI. 544.4R (1999). “Design considerations for steel fiber reinforced concrete.”, Farmington Hills, MI.
(6) Aoude, H.; Cook, W.D.; Mitchell, D.: “Axial Load Response of Columns Constructed with Fibers and Self-Consolidating Concrete” ” ACI Structural Journal, Volume 106, Isue 03, May 1, 2009, pp 349-357.
(7) Asencio Cuenca, E.; “Comportamiento a cortante de elementos constructivos fabricados con hormigón autocompactante y hormigón reforzado con fibras”. Tesis de Máster, Universidad Politécnica de Valencia, España, Noviembre, 2008.
(8) Barragán, B., (2002): "Failure and toughness of steel reinforced concrete under tension and shear", Doctoral thesis, Universitat Politecnica de Catalunya.
(9) Barros, J.A.O.; Figueiras, J.A. (1999). Flexural Behavior of SFRC: Testing and Modeling, Journal of Materials in Civil Engineering, 11(4):331-339.
(10) Bentur, A. and Mindess, S. (1990). Fiber reinforced cementitious composites. UK: Elsevier.
(11) Caballero K.E -Morrison, Bonet J.L, Juan Navarro-Gregori, Martí J.R - Vargas. "Behaviour of steel-fibrereinforced normal-strength concrete slender columns under cyclic loading", Engineering Structures 39, (2012) PP.162–175.
(12) Caballero K.E -Morrison. "Estudio teórico-experimental de soportes esbeltos de hormigón armado con fibras de acero sometidos a compresión y carga lateral cíclica”, Tesis Doctoral, Universitat Politecnica de Valencia, España, (2015).
(13) Campione, G., Mangiavillano, M.L., (2008). “Fibrous reinforced concrete beams in flexure: Experimental investigation, analytical modelling and design considerations”. Engineering Structures, pp 2970-2980.
(14) Campione, G.; Fossetti, M.; Papia, M.:” Behavior of Fiber-Reinforced Concrete Columns under Axially and Eccentrically Compressive Loads” ACI Structural Journal, Volume 107, Isue 03, May 1, 2010, pp 272-281.
(15) Campione, G.; La Mendola, L.; and Mangiavillano, M. L., “Steel Fiber Reinforced Concrete Corbels: Experimental Behavior and Shear Strength Prediction,” ACI Structural Journal, V. 104, No. 5, Sept.-Oct. 2007, pp. 570-579.
(16) Carreira, D.J.; Chu, K.H. Stress-strain relationship for plain concrete in compression. ACI Journal 1985;82(6):797-804.
(17) Comisión Permanente del Hormigón “Code on Structural Concrete EHE-08” Ministerio de Fomento. (http://www.fomento.gob.es/MFOM/LANG_
CASTELLANO/ORGANOS_COLEGIADOS/CPH/instrucciones/EHEO8INGLES/)
[18] European Committee for Standardization: “Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings” EN 1998-1:2004 pp 232.
[19] Ezeldin, A. S.; Balaguru, P.N.: “Normal and high strength fibre reinforced concrete uner compression” ASCE Journal of Materials in Civil Engineering, Vol. 4, No. 4, November 1992, pp. 415-429.
[20] Fanella, D.A.; Naaman, A.E.: “Stress – strain properties of fibre reinforced mortar in compression” ACI Journal, 82 (4), 1985, pp 475-483.
[21] Foster, S.J.: “On behaviour of high-strength concrete columns: cover spalling, steel fibers and ductility” ACI Structural Journal, Volume 98, Isue 04, 2001, pp 583-589.
[22] J. S. C. E. (Japan Society of Civil Engineers, Earthquake Engineering Committee). 1988. Earthquake Resistant Design for Civil Engineering Structures in Japan. Tokio, Japón.
[23] Lee, Jong-Han.:” Influence of concrete strength combined with fiber content in the residual flexural strengths of fiber reinforced concrete”, Elsevier, Composite Structures, May 2017, Pages 216–225.
[24] Mansur, M.A.; Ong KCG. Behaviour of reinforced concrete deep beams in shear. ACI Struct J 1991;88(1):98–105.
[25] Mármol, P.; “Hormigones con fibras de acero, características mecánicas”. Tesis de Máster, Universidad Politécnica de Madrid, España, Noviembre, 2010.
[26] Meda, A., (2005): " Shear behaviour of steel fibre reinforced concrete beams", Material and Structures, Vol. 38 (277), pp. 343-351.
[27] Minelly, F., and Plizzari, G. A.; (2008). "Shear design of FRC members with little or no conventional shear reinforcement", Concrete information: International FIB Symposium: Tailor made concrete structures: new solutions for our society, pp. 139.
[28] Nataraja, M.C.; Dhang, N.; Gupta, A. P.: “Stress – strain curves for steel fiber reinforced concrete under compression” Journal of Cement and Composites, 21, 1999, pp 383-390.
[29] Paultre, P.; Eid, R.; Langlois, Y.; Lévesque, Y.: “Behaviour of steel fiber-reinforced high-strength concrete columns under uniaxial compression” ASCE Journal of Structural Engineering, Vol. 136, No. 10, October 1, 2010, pp. 1225-1235.
[30] Paultre, P.; Legeron, F.; Mongeau, D.: “Influence of concrete strength and transverse reinforcement yield strength on behavior of high-strength concrete columns” ACI Struct J 2001;98(4):490-501.
[31] Popovics, S.; 1973. A numerical approach to the complete stress–strain curve of concrete. Cement and Concrete Research, 3(5): 583–599.
[32] Razvi, S. R. and Saatcioglu, M.; 1999, “Confinement Model for High-Strength Concrete,” Journal of Structural Engineering, ASCE, V. 125, No. 3, pp. 281-289.
[33] Rodríguez López, F. and Prado Pérez-Seoane, D.: “Hormigón con la incorporación de fibras”. Revista de Obras Públicas, Octubre 1984, pp. 779-796.
[34] Serna, P., (2008): "Evolution of the flexural behaviour of precracked SFRC in marine environment", Seventh International RILEM Symposium in fibre reinforced concrete: Design and Application, pp. 595-605.
[35] Swamy, R. N.; Mangat, P. S. and Rao, C. V. S. K. (1974). "The Mechanics of Fiber Reinforcement of Cement Matricies", Fiber Reinforced Concrete ACI SP-44, American Concrete Institute, Detroit, MI, 1-28.
[36] UNE-EN 14651:2007: “Método de ensayo para hormigón con fibras metálicas. Determinación de la resistencia a la tracción por flexión (límite de proporcionalidad (LOP), resistencia residual”. Asociación española de normalización y certificación, AENOR. Septiembre 2007.
[37] Yu-Chen Ou, Mu-Sen Tai, Kuang-Yen Liu, and Kuo-Chun Chang: “Compressive Behavior of Steel-Fiber-Reinforced Concrete with a High Reinforcing Index”. Journal of Materials in Civil Engineering, ASCE, February 2012, pp. 207-215.
(2) ACI 318-2011, "Building Code Requirements for Reinforced Concrete", American Concrete Institute, Detroit, 2011, pp 471.
(3) ACI. 544.1R (1996). “State-of-the-Art Report on Fiber Reinforced Concret.”, Farmington Hills, MI.
(4) ACI. 544.3R (2008). “Guide for specifying, proportioning, and production of fiber-reinforced concrete.”, Farmington Hills, MI.
(5) ACI. 544.4R (1999). “Design considerations for steel fiber reinforced concrete.”, Farmington Hills, MI.
(6) Aoude, H.; Cook, W.D.; Mitchell, D.: “Axial Load Response of Columns Constructed with Fibers and Self-Consolidating Concrete” ” ACI Structural Journal, Volume 106, Isue 03, May 1, 2009, pp 349-357.
(7) Asencio Cuenca, E.; “Comportamiento a cortante de elementos constructivos fabricados con hormigón autocompactante y hormigón reforzado con fibras”. Tesis de Máster, Universidad Politécnica de Valencia, España, Noviembre, 2008.
(8) Barragán, B., (2002): "Failure and toughness of steel reinforced concrete under tension and shear", Doctoral thesis, Universitat Politecnica de Catalunya.
(9) Barros, J.A.O.; Figueiras, J.A. (1999). Flexural Behavior of SFRC: Testing and Modeling, Journal of Materials in Civil Engineering, 11(4):331-339.
(10) Bentur, A. and Mindess, S. (1990). Fiber reinforced cementitious composites. UK: Elsevier.
(11) Caballero K.E -Morrison, Bonet J.L, Juan Navarro-Gregori, Martí J.R - Vargas. "Behaviour of steel-fibrereinforced normal-strength concrete slender columns under cyclic loading", Engineering Structures 39, (2012) PP.162–175.
(12) Caballero K.E -Morrison. "Estudio teórico-experimental de soportes esbeltos de hormigón armado con fibras de acero sometidos a compresión y carga lateral cíclica”, Tesis Doctoral, Universitat Politecnica de Valencia, España, (2015).
(13) Campione, G., Mangiavillano, M.L., (2008). “Fibrous reinforced concrete beams in flexure: Experimental investigation, analytical modelling and design considerations”. Engineering Structures, pp 2970-2980.
(14) Campione, G.; Fossetti, M.; Papia, M.:” Behavior of Fiber-Reinforced Concrete Columns under Axially and Eccentrically Compressive Loads” ACI Structural Journal, Volume 107, Isue 03, May 1, 2010, pp 272-281.
(15) Campione, G.; La Mendola, L.; and Mangiavillano, M. L., “Steel Fiber Reinforced Concrete Corbels: Experimental Behavior and Shear Strength Prediction,” ACI Structural Journal, V. 104, No. 5, Sept.-Oct. 2007, pp. 570-579.
(16) Carreira, D.J.; Chu, K.H. Stress-strain relationship for plain concrete in compression. ACI Journal 1985;82(6):797-804.
(17) Comisión Permanente del Hormigón “Code on Structural Concrete EHE-08” Ministerio de Fomento. (http://www.fomento.gob.es/MFOM/LANG_
CASTELLANO/ORGANOS_COLEGIADOS/CPH/instrucciones/EHEO8INGLES/)
[18] European Committee for Standardization: “Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings” EN 1998-1:2004 pp 232.
[19] Ezeldin, A. S.; Balaguru, P.N.: “Normal and high strength fibre reinforced concrete uner compression” ASCE Journal of Materials in Civil Engineering, Vol. 4, No. 4, November 1992, pp. 415-429.
[20] Fanella, D.A.; Naaman, A.E.: “Stress – strain properties of fibre reinforced mortar in compression” ACI Journal, 82 (4), 1985, pp 475-483.
[21] Foster, S.J.: “On behaviour of high-strength concrete columns: cover spalling, steel fibers and ductility” ACI Structural Journal, Volume 98, Isue 04, 2001, pp 583-589.
[22] J. S. C. E. (Japan Society of Civil Engineers, Earthquake Engineering Committee). 1988. Earthquake Resistant Design for Civil Engineering Structures in Japan. Tokio, Japón.
[23] Lee, Jong-Han.:” Influence of concrete strength combined with fiber content in the residual flexural strengths of fiber reinforced concrete”, Elsevier, Composite Structures, May 2017, Pages 216–225.
[24] Mansur, M.A.; Ong KCG. Behaviour of reinforced concrete deep beams in shear. ACI Struct J 1991;88(1):98–105.
[25] Mármol, P.; “Hormigones con fibras de acero, características mecánicas”. Tesis de Máster, Universidad Politécnica de Madrid, España, Noviembre, 2010.
[26] Meda, A., (2005): " Shear behaviour of steel fibre reinforced concrete beams", Material and Structures, Vol. 38 (277), pp. 343-351.
[27] Minelly, F., and Plizzari, G. A.; (2008). "Shear design of FRC members with little or no conventional shear reinforcement", Concrete information: International FIB Symposium: Tailor made concrete structures: new solutions for our society, pp. 139.
[28] Nataraja, M.C.; Dhang, N.; Gupta, A. P.: “Stress – strain curves for steel fiber reinforced concrete under compression” Journal of Cement and Composites, 21, 1999, pp 383-390.
[29] Paultre, P.; Eid, R.; Langlois, Y.; Lévesque, Y.: “Behaviour of steel fiber-reinforced high-strength concrete columns under uniaxial compression” ASCE Journal of Structural Engineering, Vol. 136, No. 10, October 1, 2010, pp. 1225-1235.
[30] Paultre, P.; Legeron, F.; Mongeau, D.: “Influence of concrete strength and transverse reinforcement yield strength on behavior of high-strength concrete columns” ACI Struct J 2001;98(4):490-501.
[31] Popovics, S.; 1973. A numerical approach to the complete stress–strain curve of concrete. Cement and Concrete Research, 3(5): 583–599.
[32] Razvi, S. R. and Saatcioglu, M.; 1999, “Confinement Model for High-Strength Concrete,” Journal of Structural Engineering, ASCE, V. 125, No. 3, pp. 281-289.
[33] Rodríguez López, F. and Prado Pérez-Seoane, D.: “Hormigón con la incorporación de fibras”. Revista de Obras Públicas, Octubre 1984, pp. 779-796.
[34] Serna, P., (2008): "Evolution of the flexural behaviour of precracked SFRC in marine environment", Seventh International RILEM Symposium in fibre reinforced concrete: Design and Application, pp. 595-605.
[35] Swamy, R. N.; Mangat, P. S. and Rao, C. V. S. K. (1974). "The Mechanics of Fiber Reinforcement of Cement Matricies", Fiber Reinforced Concrete ACI SP-44, American Concrete Institute, Detroit, MI, 1-28.
[36] UNE-EN 14651:2007: “Método de ensayo para hormigón con fibras metálicas. Determinación de la resistencia a la tracción por flexión (límite de proporcionalidad (LOP), resistencia residual”. Asociación española de normalización y certificación, AENOR. Septiembre 2007.
[37] Yu-Chen Ou, Mu-Sen Tai, Kuang-Yen Liu, and Kuo-Chun Chang: “Compressive Behavior of Steel-Fiber-Reinforced Concrete with a High Reinforcing Index”. Journal of Materials in Civil Engineering, ASCE, February 2012, pp. 207-215.