Publicado
Ultra-high-performance concrete with local high unburned carbon fly ash
Concreto de ultra alto desempeño con ceniza volante local con alto contenido de inquemados
DOI:
https://doi.org/10.15446/dyna.v88n216.89234Palabras clave:
Ultra high performance concrete (UHPC), high unburned carbon fly ash, optimization, sustainability, design of experiments (DoE) (en)Concreto de ultra alto desempeño (UHPC), ceniza volante con elevado contenido en inquemados, optimización, sostenibilidad, diseño de experimentos (DoE) (es)
Descargas
Ultra-high-performance concrete (UHPC) is a kind of high-tech cementitious material with superb mechanical and durability properties compared to other types of concrete. However, due to the high content of cement and silica fume used, the cost and environmental impact of UHPC is considerably higher than conventional concrete. For this reason, several efforts around the world have been made to develop UHPC with greener and less expensive local pozzolans. This study aimed to design and produce UHPC using local fly ash available in Colombia. A numerical optimization, based on Design of Experiments (DoE) and multi-objective criteria, was performed to obtain a mixture with the proper flow and highest compressive strength, while simultaneously having the minimum content of cement. The results showed that, despite the low quality of local fly ashes in Colombia, compressive strength values of 150 MPa without any heat treatment can be achieved.
El concreto de ultra alto desempeño (UHPC) es un tipo de concreto de alta tecnología con excelentes propiedades mecánicas y de durabilidad en comparación con otros tipos de concreto. Sin embargo, debido al alto contenido de cemento y micro sílice necesarios, el costo y el impacto ambiental de UHPC es considerablemente mayor que el del concreto convencional. Por esta razón, se han realizado varios esfuerzos en todo el mundo para desarrollar UHPC con puzolanas locales más ecológicas y menos costosas. Este estudio tuvo como objetivo diseñar y producir UHPC utilizando cenizas volantes locales disponibles en Colombia. Por medio de una optimización numérica, basada en el diseño de experimentos (DoE) y criterios de optimización multi-objetivo, se obtuvo una mezcla con el flujo adecuado y elevada resistencia a la compresión, con las necesidades mínimas de contenido en cemento. Los resultados mostraron que, a pesar de la baja calidad de las cenizas volantes locales en Colombia, se pueden lograr valores de resistencia a la compresión de 150 MPa sin ningún tratamiento térmico.
Referencias
Abellán, J., Fernández, J., Torres, N. and Núñez, A., Statistical optimization of ultra-high-performance glass concrete, ACI Mater. J. 117 (1), pp. 243-254, 2020. DOI: 10.14359/51720292.
Abellán-García, J., Four-layer perceptron approach for strength prediction of UHPC, Constr. Build. Mater., 256, art. 119465, 2020. DOI: 10.1016/j.conbuildmat.2020.119465.
Abellán-García, J., Fernández-Gómez, J. and Torres-Castellanos, N., Properties prediction of environmentally friendly ultra-high-performance concrete using artificial neural networks, Eur. J. Environ. Civ. Eng., 0(0), pp. 1-25, 2020. DOI: 10.1080/19648189.2020.1762749.
Abellan, J., Torres, N., Núñez, A. y Fernández, J., Influencia del exponente de Fuller, la relación agua conglomerante y el contenido en policarboxilato en concretos de muy altas prestaciones, en: IV Congr. Int. Ing. Civ., Havana, Cuba, 2018.
Abellán, J., Fernández, J., Torres, N. and Núñez, A., Development of cost-efficient UHPC with local materials in Colombia, in: Proc. Hipermat 2020 - 5th Int. Symp. UHPC Nanotechnol. Constr. Mater., Kassel, Germany, pp. 97-98, 2020.
De Larrard, F. and Sedran, T., Mixture-proportioning of high-performance concrete, Cem. Concr. Res., 32(11), pp.1699-1704, 2002. DOI: 10.1016/S0008-8846(02)00861-X.
Abellán-García, J., Fernández-Gómez, J.A., Torres-Castellanos, N. and Núñez-López, A.M., Machine Learning prediction of flexural behavior of UHPFRC, in: Serna, P., Llano-Torre, A., Martí-Vargas, J.R. and Navarro-Gregori, J., (Eds.), Fibre Reinf. Concr. Improv. Innov. BEFIB 2020., RILEM Bookseries, Valencia, Spain, 2020, pp. 570-583. DOI: 10.1007/978-3-030-58482-5_52.
Nehdi, M., Abbas, S. and Soliman, A., Exploratory study of ultra-high performance fiber reinforced concrete tunnel lining segments with varying steel fiber lengths and dosages, Eng. Struct. 101, pp. 733-742, 2015. DOI: 10.1016/j.engstruct.2015.07.012.
Abellan, J., Torres, N., Núñez, A. and Fernández, J., Ultra high preformance fiber reinforced concrete: state of the art, applications and possibilities into the latin american market, in: XXXVIII Jornadas Sudam. Ing. Estructural, Lima, Peru, 2018.
Tayeh, B.A., Abu Bakar, B.H., Megat-Johari, M.A. and Voo, Y.L., Utilization of ultra-high performance fibre concrete (UHPFC) for rehabilitation - A review, Procedia Eng. 54 (December), pp. 525-538, 2013. DOI: 10.1016/j.proeng.2013.03.048.
Abellán-García, J., Nuñez-Lopez, A. and Arango-Campo, S., Pedestrian bridge over Las Vegas Avenue in Medellín. First Latin American Infrastructure in UHPFRC, in: Serna, P., Llano-Torre, A., Martí-Vargas, J.R. and Navarro-Gregori J., (Eds.), BEFIB 2020, RILEM Bookseries, Valencia (Spain), 2020, pp. 864-872. DOI: 10.1007/978-3-030-58482-5_76.
Abellán, J., Núñez, A. and Arango, S., Pedestrian bridge of UNAL in Manizales : a new UPHFRC application in the Colombian building market, in: Proc. Hipermat 2020 - 5th Int. Symp. UHPC Nanotechnol. Constr. Mater., Kassel, Germany, 2020, pp. 43-44.
Abdulkareem, O.M., Ben-Fraj, A., Bouasker, M. and Khelidj, A., Effect of chemical and thermal activation on the microstructural and mechanical properties of more sustainable UHPC, Constr. Build. Mater. 169, pp. 567-577, 2018. DOI: 10.1016/j.conbuildmat.2018.02.214.
Richard, P. and Cheyrezy, M., Composition of reactive powder concretes, Cem. Concr. Res. 25(7), pp. 1501-1511, 1995. DOI: 10.1016/0008-8846(95)00144-2.
Tuan, N.-Van, Ye, G., Breugel, K.-Van, Fraaij, A.L.A. and Danh, B., The study of using rice husk ash to produce ultra-high-performance concrete, Constr. Build. Mater., 25(4), pp. 2030-2035, 2011. DOI: 10.1016/j.conbuildmat.2010.11.046.
Yu, R., Spiesz, P. and Brouwers, H.J.H., Mix design and properties assessment of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC), Cem. Concr. Res., 56, pp. 29-39, 2014. DOI: 10.1016/j.cemconres.2013.11.002.
Abbas, S., Nehdi, M.L. and Saleem, M.A., Ultra-High-Performance Concrete: mechanical performance, durability, sustainability and implementation challenges, Int. J. Concr. Struct. Mater. 10(3), pp. 271-295, 2016. DOI: 10.1007/s40069-016-0157-4.
Shi, C., Wu, Z., Xiao, J., Wang, D., Huang, Z. and Fang, Z., A review on ultra-high-performance concrete: Part II. Hydration, microstructure and properties, Constr. Build. Mater. 101(October), pp. 741-751, 2015. DOI: 10.1016/j.conbuildmat.2015.10.088.
Hisdal, J. and Bohnsdalen-Eide, M., Ultra High Performance Fibre Reinforced Concrete (UHPFRC) - State of the art, 2012.
ASTM, ASTM C 618: Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. Annual Book of ASTM Standards, Volume 4.01, Cement; Lime; Gypsum, Annu. B. ASTM Stand, 2010, pp. 1-6. DOI: 10.1520/C0618.
Malhotra, V.M. and Mehta., P.K., High-Perfomance, High-Volume Fly-Ash Concrete: materials, mixture, proportioning, properties, construction practice and case histories., 2002.
Yazici, H., Yiǧiter, H., Karabulut, A.Ş. and Baradan, B., Utilization of fly ash and ground granulated blast furnace slag as an alternative silica source in reactive powder concrete., Fuel., 87(12), pp. 2401-2407, 2008. DOI: 10.1016/j.fuel.2008.03.005.
Ferdosian, I., Camões, A. and Ribeiro, M., High-volume fly ash paste for developing ultra-high-performance concrete (UHPC), Cienc. e Tecnol. Dos Mater., 29(1), pp. 157-161, 2016. DOI: 10.1016/j.ctmat.2016.10.001.
Chen, T., Gao, X. and Ren, M., Effects of autoclave curing and fly ash on mechanical properties of ultra-high-performance concrete, Constr. Build. Mater., 158(January), pp. 864-872, 2018. DOI: 10.1016/j.conbuildmat.2017.10.074.
Funk, J.E. and Dinger, D.R., Predictive process control of crowded particulate suspensions. Applied to Ceramic Manufacturing, Springer Science, New York, USA, 1994. DOI: 10.1007/978-1-4615-3118-0.
Ghafari, E., Costa, H., Nuno, E. and Santos, B., RSM-based model to predict the performance of self-compacting UHPC reinforced with hybrid steel micro-fibers, Constr. Build. Mater. 66(September), pp. 375-383, 2014. DOI: 10.1016/j.conbuildmat.2014.05.064.
Upasani, R.S. and Banga, A.K., Response surface methodology to investigate the iontophoretic delivery of tacrine hydrochloride, Pharm. Res., 21(12), pp.2293-2299, 2004.
Lenth, R.V, Response-surface methods in R, using rsm, J. Stat. Softw., 32(7), pp. 1-17, 2012. DOI: /10.18637/jss.v032.i07.
Montgomery, D.C., Design and analysis of experiments, John Wiley & Sons, Inc, New Jersey, USA, 2005.
Abellan-Garcia, J., Santofimo-Vargas, M.A. and Torres-Castellanos, N., Analysis of metakaolin as partial substitution of ordinary Portland cement in Reactive Powder Concrete, Adv. Civ. Eng. Mater., 9(1), pp. 368-386, 2020. DOI: 10.1520/ACEM20190224.
Roth, T., Working with the quality Tools package, [online]. 2016. Available at: http://www.r-qualitytools.org.
Fonseca-Barrera, L.A., Empleo de ceniza volante colombiana como material cementicio suplementario y sus efectos sobre la fijación de cloruros en concretos, [online] 2016. Available at: http://www.bdigital.unal.edu.co/53975/.
Valderrama, C.P., Torres-Agredo, J. and de Gutierrez, R., A high unburned carbon fly ash concrete’s performance characteristics, Ing. e Investig. [online]. 31(1), pp. 39-46, 2011. Available at: https://www.scopus.com/inward/record.uri?eid=2-s2.0-79956129934&partnerID=40&md5=646563ee1c827e874087f000d767bf74.
Kumar, R. and Tiwari, O.P., Experimental investigation of mechanical characterization and drilling of fabricated GFRP composites reinforced with Al2O3 micro particles, Int. J. Adv. Res. Ideas Innov. Technol. 4(4), pp. 191-199, 2018.
ASTM, ASTM C1437, Standard test method for flow of hydraulic cement mortar, Am. Soc. Test. Mater. C-1437, 2016, pp. 1-2. DOI: 10.1520/C1437-15.2.
ASTM, Standard test method for compressive strength of hydraulic cement mortars (Using 2-in . or [ 50-mm ] Cube Specimens), Am. Soc. Test. Mater. C-109/C109M., 2010, pp. 1-9. DOI: 10.1520/C0109.
R Core Team, R: a language and environment for statistical computing, Vienna, Austria, [online]. 2018. Available at: https://www.r-project.org/.
The European Project Group, The european guidelines for self-compacting concrete, Eur. Guidel. Self Compact. Concrete, 2005.
Ahmad, S., Hakeem, I. and Maslehuddin, M., Development of UHPC mixtures utilizing natural and industrial waste materials as partial replacements of silica fume and sand, Eur. J. Environ. Civ. Eng., (9), pp. 1106-1126, 2014. DOI: 10.1155/2014/713531.
Poon, C.S., Lam, L., Kou, S.C., Wong, Y.L. and Wong, R., Rate of pozzolanic reaction of metakaolin in high-performance cement pastes, Cem. Concr. Res., 31(9), pp. 1301-1306, 2001. DOI: 10.1016/S0008-8846(01)00581-6.
Ghafari, E., Costa, H. and Júlio, E., Statistical mixture design approach for eco- efficient UHPC, Cem. Concr. Compos., 55(September), pp. 17-25, 2015. DOI: 10.1016/j.cemconcomp.2014.07.016.
Derringer, G. and Suich, R., Simultaneous optimization of several response variables, J. Qual. Technol., 21(4), pp. 214-219, 1980.
Yan, P.Y. and Feng, J.W., Mechanical behaviour of UHPC and UHPC filled steel tubular stub columns, in: Fehling, E., Schmidt, M. and Stüwald, S. (Eds.), Proc. Int. Symp. Ultra High Perform. Concr. Second Int. Symp., University of Kassel, Germany, Kassel, Germany, 2008, pp. 355-364.
Heinz, D., Urbonas, L. and Gerlicher, T., Effect of heat treatment method on the properties of UHPC, in: 3rd Int. Symp. UHPC Nanotechnol. Constr. Mater., Kassel Uni, Kassel, Germany, pp. 283-290, 2012.
Huang, W., Kamezi-Kamyab, H.K., Sun, W. and Guo, L., Study on the Hydration and micro structural Development of Ultra-High-Performance Concrete with two kinds of fly ash, in: Fehling, E., Middendorf, B. and Thiemicke, J., (Eds.), Proc. Hipermat 2016 - 4th Int. Symp. UHPC Nanotechnol. Constr. Mater., University of Kassel, Germany, Kassel, Germany, 2016, pp. 22-24.
Dimensions
PlumX
Visitas a la página del resumen del artículo
Descargas
Cómo citar
Licencia
Derechos de autor 2021 DYNA
Esta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial-SinDerivadas 4.0.
El autor o autores de un artículo aceptado para publicación en cualquiera de las revistas editadas por la facultad de Minas cederán la totalidad de los derechos patrimoniales a la Universidad Nacional de Colombia de manera gratuita, dentro de los cuáles se incluyen: el derecho a editar, publicar, reproducir y distribuir tanto en medios impresos como digitales, además de incluir en artículo en índices internacionales y/o bases de datos, de igual manera, se faculta a la editorial para utilizar las imágenes, tablas y/o cualquier material gráfico presentado en el artículo para el diseño de carátulas o posters de la misma revista.
