Correo Electrónico
DNINFOA - SIA
Bibliotecas
Convocatorias
Identidad U.N.
Publicado
Factorial design of reactive concrete powder containing electric arc slag furnace and recycled glass powder
Diseño factorial de concretos de polvos reactivos conteniendo escoria de arco eléctrico y polvo de vidrio reciclado
Palabras clave:
RPC, sostenibilidad, EASF, RGP, resistencia a compresión, RSM, Optimización (es)RPC, Sustainability, EASF, RGP, Compressive strength, RSM, Optimization (en)
Descargas
El objetivo principal de esta investigación es desarrollar una mezcla optimizada de concreto de polvos reactivos (RPC) que contenga materiales cementícios suplementarios (SCM), como la escoria siderúrgica de arco eléctrico (EASF) y el polvo de vidrio reciclado (RGP) entre otros, utilizando el diseño factorial. Se calcularon diferentes regresiones polinómicas para predecir con precisión las variables respuesta (flujo estático y resistencia a compresión a distintas edades) en función de los factores considerados. A través de un algoritmo multiobjetivo, se determinó la mezcla que alcance la resistencia y flujo estático adecuados con un contenido mínimo de cemento. La verificación experimental de esta optimización matemática mostró que con 621 kg/m3 de cemento ASTM Tipo HE, y un contenido máximo de 100 kg/m3 de humo de sílice, se puede alcanzar una resistencia a compresión superior a los 150 MPa en un concreto, además, autocompactante.
The main objective of this research is to develop an optimized mixture of reactive powder concrete (RPC) containing supplementary cementitious materials (SCM), such as Electric Arc Slag Furnace (EASF), and Recycled Glass Powder (RGP) among others, through a factorial design. Accurate polynomial regressions were adjusted between considered factors and obtained responses such spread flow and compressive strength at different ages of the concrete. A multi-objective algorithm was executed to reach an eco-friendly mixture with the proper flow, the highest compressive strength, while simultaneously having the minimum content of cement. The experimental verification of this mathematical optimization demonstrated that the use of 621 kg/m3 of ASTM Type HE cement, with a maximum content of 100 kg/m3 of silica fume, should be considered the most appropriate amount to be employed in the RCP mixture to achieve a value of compressive strength over 150 MPa and a self-compacting mixture.
Descargas
Citas
P. Richard and M. Cheyrezy, “‘Composition of reactive powder concretes,’” Cem. Concr. Res., vol. 25, no. 7, pp. 1501–1511, 1995.
J. Song and S. Liu, “Properties of Reactive Powder Concrete and Its Application in Highway Bridge,” Adv. Mater. Sci. Eng., vol. 2016, 2016.
S. Abbas, M. L. Nehdi, and M. A. Saleem, “‘Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges,’” Int. J. Concr. Struct. Mater., vol. 10, no. 3, pp. 271–295, 2016.
F.-X. Jammes, X. Cespedes, and J. Resplendino, “‘Design of Offshore Wind Turbines,’” RILEM-fib-AFGC Int. Symp. Ultra-High Perform. Fibre-Reinforced Concr. UHPFRC 2013, no. 1, pp. 443–452, 2013.
A. Tagnit-Hamou, N. A. Soliman, and A. Omran, “‘Green Ultra - High - Performance Glass Concrete,’” vol. 3, no. 1, pp. 1–10, 2016.
F. De Larrard and T. Sedran, “‘Mixture-proportioning of high-performance concrete,’” Cem. Concr. Res., vol. 32, no. 11, pp. 1699–1704, 2002.
W. Meng, V. A. Samaranayake, and K. H. Khayat, “‘Factorial design and optimization of UHPC with lightweight sand,’” ACI Mater. J., no. February, 2018.
O. M. Abdulkareem, A. Ben Fraj, M. Bouasker, and A. Khelidj, “‘Effect of chemical and thermal activation on the microstructural and mechanical properties of more sustainable UHPC,’” Constr. Build. Mater., vol. 169, pp. 567–577, 2018.
H. Ghanem and Y. Obeid, “‘The Effect of Steel Fibers on The Rheological and Mechanical Properties of Self Compacting,’” Eur. Sci. J., vol. 11, no. 21, pp. 85–98, 2015.
W. Li, Z. Huang, T. Zu, C. Shi, W. H. Duan, and S. P. Shah, “‘Influence of Nanolimestone on the Hydration , Mechanical Strength , and Autogenous Shrinkage of Ultrahigh-Performance Concrete,’” J. Mater. Civ. Eng., vol. 28, no. 1, pp. 1–9, 2016.
Z. Huang and F. Cao, “‘Effects of Nano-materials on the Performance of UHPC,’” 材料导报B：研究篇, vol. 26, no. 9, pp. 136–141, 2012.
E. Camacho, J. Á. López, and P. Serna, “‘Definition of three levels of performance for UHPFRC-VHPFRC with available materials, in Proceedings of Hipermat 2012,’” in 3rd International Symposium on UHPC and Nanotechnology for Construction Materials, Kassel Uni., M. Schmidt, E. Fehling, C. Glotzbach, S. Fröhlich, and S. Piotrowski, Eds. Kassel, Germany, 2012, pp. 249–256.
E. Camacho Torregrosa, “‘Dosage optimization and bolted connections for UHPFRC ties,’” Polytechnic University of Valencia, Spain, 2013.
N. Van Tuan, G. Ye, K. Van Breugel, A. L. A. Fraaij, and B. Danh, “‘The study of using rice husk ash to produce ultra high performance concrete,’” Constr. Build. Mater., vol. 25, no. 4, pp. 2030–2035, 2011.
N. Van Tuan, G. Ye, and K. Van Breugel, “‘Mitigation of early age shrinkage of Ultra High Performance Concrete by using Rice Husk Ash, in Proceedings of Hipermat 2012,’” in 3rd International Symposium on UHPC and Nanotechnology for Construction Materials., 2012, Kassel Uni., pp. 341–348.
N. A. Soliman and A. Tagnit-Hamou, “‘Partial substitution of silica fume with fine glass powder in UHPC: Filling the micro gap,’” Constr. Build. Mater., vol. 139, pp. 374–383, 2017.
A. Tagnit-Hamou, N. Soliman, and A. Omran, “‘Green Ultra - High - Performance Glass Concrete,’” First Int. Interact. Symp. UHPC – 2016, 2016.
N. A. Soliman and A. Tagnit-Hamou, “‘Using glass sand as an alternative for quartz sand in UHPC,’” Constr. Build. Mater., vol. 145, pp. 243–252, 2017.
R. Yu, P. Tang, P. Spiesz, and H. J. H. Brouwers, “‘A study of multiple effects of nano-silica and hybrid fibres on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) incorporating waste bottom ash (WBA) R.,’” Constr. Build. Mater. J., vol. 60, no. June, pp. 98–110, 2014.
R. Yu, P. Spiesz, and H. J. H. Brouwers, “‘Mix design and properties assessment of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC),’” Cem. Concr. Res., vol. 56, pp. 29–39, 2014.
J. E. Funk and D. R. Dinger, “Predictive Process Control of Crowded Particulate Suspensions. Applied to Ceramic Manufacturing.” New York: Springer Science, 1994.
T. Roth, “‘Working with the qualityTools package,’” 2016. [Online]. Available: http://www.r-qualitytools.org.
J. Abellan, N. Torres, A. Núñez, and J. Fernández, “‘Influencia del exponente de Fuller, la relación agua conglomerante y el contenido en policarboxilato en concretos de muy altas prestaciones,’” in IV Congreso Internacional de Ingenieria Civil, 2018.
ASTM, “‘Standard Test Method for Flow of Hydraulic Cement Mortar,’” American Society for Testing and Materials C1437, no. C1437. Conshohocken, PA, pp. 1–2, 2016.
ASTM, “‘Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in . or [50-mm] Cube Specimens),’” American Society for Testing and Materials C109/C109M – 11b, no. C109/C109M – 11b. West Conshohocken, PA, pp. 1–9, 2010.
R. V Lenth, “‘Response-surface methods in R, using rsm,’” J. Stat. Softw., vol. 32, no. 7, pp. 1–17, 2012.
R. J. Raviselvan, K. Ramanathan, P. Perumal, and M. R. Thansekhar, “‘Response Surface Methodology for Optimum Hardness of TiN on Steel Substrate,’” Int. J. Chem. Mol. Nucl. Mater. Metall. Eng., vol. 9, no. 12, pp. 1331–1337, 2015.
E. Ghafari, H. Costa, E. Nuno, and B. Santos, “‘RSM-based model to predict the performance of self-compacting UHPC reinforced with hybrid steel micro-fibers,’” Constr. Build. Mater., vol. 66, no. September, pp. 375–383, 2014.
S. Branchu, R. T. Forbes, P. York, and H. N. Nyqvist, “‘A central composite design to investigate the thermal stabilization of lysozyme,’” Pharmaceutical Research, vol. 16, no. 5. pp. 702–708, 1999.
R Core Team, “R: A Language and Environment for Statistical Computing.” Vienna, Austria, 2018.
D. C. Montgomery, “Design and analysis of experiments.” New Jersey: John Wiley & Sons, Inc, 2005.
The European Project Group, “‘The European Guidelines for Self-Compacting Concrete,’” Eur. Guidel. Self Compact. Concr., no. May, p. 63, 2005.
F. Puertas, H. Santos, M. Palacios, and S. Martínez-Ramírez, “‘Polycarboxylate superplasticiser admixtures: effect on hydration, microstructure and rheological behaviour in cement pastes,’” Adv. Cem. Res., vol. 17, no. 2, pp. 77–89, 2005.
S. Kubens, “Interaction of cement and admixtures and its influence on rheological properties,” vol. 49, no. 0. Göttingen, 2010.
G. Derringer and R. Suich, “‘Simultaneous Optimization of Several Response Variables,’” J. Qual. Technol., vol. 21, no. 4, pp. 214–219, 1980.
Licencia
Derechos de autor 2020 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.
