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Comparación de resultados de resistencias a compresión del hormigón empleando cilindros de dimensiones no estandarizadas
DOI:
https://doi.org/10.15446/ing.investig.n38.20968Keywords:
Mezcla de hormigón, Compresión del hormigón, Calidad del hormigón, Desviación standard, Aceptabilidad, Análisis estadístico, Resistencia a la compresión, Materiales de construcción (es)Concrete mix, Concrete compression, Quality of concrete, Standard deviation, Acceptability, Statistical analysis, Compressive Strength, Construction Materials (en)
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Este trabajo de investigación dirigido por el Ing. J. Gabriel Gómez pretende evaluar la conveniencia de emplear cilindros de 7.5 cm. x 15 cm. y 10 cm. x 20 cm. para resistencias menores a 210 kg/cm2, comparando los resultados de resistencia a la compresión del hormigón de estos tamaños de probetas, con los del cilindro estándar, para lo cual se elaboraron tres diseños de mezcla 140, 170 y 200 kg/cm2
References
Gonnerman, H. F, “Effect of Size and Shape of Test Specimen on Compressive Strength of Concrete,” in Proceedings, American Society for Testing and Materials, V. 25, Part 2, 1925, pp. 237-250.
Tucker, J., Jr., “Effect of Dimensions of Specimens Upon Precision of Strength Data,” Proceedings, American Society for Testing and Materials, V. 45, 1945, pp. 952-960.
Price, W. H., “Factors Influencing Concrete Strength, “ACI Journal, V. 22, No. 6, (Proceedings V. 47), February 1951, pp. 417-432. DOI: https://doi.org/10.14359/12003
Concrete Manual, 7th Edition, U.S. Bureau of Reclamation, Denver, Colo., 1963, p. 582
Neville, A. M., “A General Relation for Strength of Concrete Specimens of Different Shapes and Sizes,” ACI Journal, Proceedings, V. 63, No. 10, October 1966, pp. 1095-1109
Malhotra V. M., “Are 4 x 8 Inch Concrete Cylinders as Good as 6 x 12 Inch Cylinders for Quality Control of Concrete,” ACI Journal, Proceedings, V. 73, No. 1, January 1976, pp. 33-36. DOI: https://doi.org/10.14359/11053
Forstie, D. A. and Schnormeier, R. H., “Development and Use of 4 by 8 Inch Concrete Cylinders in Arizona,” Concrete International, V. 3, No. 7, July 1981, pp. 42-45.
Nasser, K. W. and Kenyon, J. C., “Why Not 3 x 6 Inch Cylinder for Testing Concrete Compressive Strength?” ACI Journal, Proceedings, V. 81, No. 1, Jan-Feb 1984, pp. 47-53. DOI: https://doi.org/10.14359/10645
Nasser, K. W. and Al-Manaseer, A. A., "It’s Time for a Change from 6 x 12 to 3 x 6 Inch Cylinders,” ACI Materials Journal, V. 84, No. 3, 1987, pp. 213-216. DOI: https://doi.org/10.14359/1939
Carino, N. J., et al. “Effects of Testing Variables on the Measured Compressive Strength of High-Strength (90 MPa) Concrete,” Nat. Inst. of Stand. and Tech. (U.S.), NISTIR 5405, 1993, 154 pp.
Day, R. L. and Haque, M. N., “Correlation between Strength of Small - and Standard - Size Concrete cylinders,” Materials Journal, V. 90, No. 5, Sept. - Oct. 1993, pp. 452-462. DOI: https://doi.org/10.14359/3786
Day, R. L., “Strength Measurement of Concrete Using Different Cylinder Sizes: A Statistical Analysis,” Cement, Concrete, and Aggregates, V. 16, No. 1, June 1994, pp. 21-30. DOI: https://doi.org/10.1520/CCA10557J
Day, R. L.,“The Effect of Mold Size and Mold Material on Compressive Strength Measurement Using Concrete Cylinders,” Cement, Concrete, and Aggregates, CCAGPD, V. 16, No. 2, Dec. 1994, pp. 159-166. DOI: https://doi.org/10.1520/CCA10294J
Aïtcin, P.-C., et al “Effects of Size and Curing on Cylinder Compressive Strength of Normal and High-Strength concretes,” ACI Materials Journal, V. 91, No. 4, July-August 1994, pp. 349-354. DOI: https://doi.org/10.14359/4044
American Concrete Institute, ACI Committee 209, “Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structure,” Designing for Effects of Creep, Shrinkage and Temperature in Concrete Structures, SP-27, Detroit, 1971, pp. 51-93.
Galvis, J., “Ensayo de Resistencia a Compresión del Concreto sobre Cilindros de 7.5 x 15 cms y 10 x 20 cms,” Séptimas Jornadas Estructurales de la Ingeniería de Colombia, 1992, pp. 1-5.
Cepeda, F. A. y Viana, V. J., “Efectos de las Dimensiones de los Cilindros de Prueba sobre el Resultado de los Ensayos de Compresión en el Concreto,” Universidad Javeriana, Santafé de Bogotá, 1982.
Vélez, P. A. y Zapata, M. J., “Relaciones Estadísticas Experimentales para la Resistencia del Concreto,” Universidad de Medellín, Medellín, 1987.
Quimbay, R. N. y Ruiz, G., “Investigación, Diseño, Obtención y Ensayos de Concretos de Alta Resistencia,” Universidad Nacional de Colombia, Santafé de Bogotá, 1995.
David, M. R. y Muñoz, F. A., “Utilización de Cilindros de Dimensiones no Normalizadas en el Control de Calidad de Mezclas de Concreto,” Universidad Militar “Nueva Granada”, Santafé de Bogotá, 1996.
Peterman, M. B. and Carrasquillo, R. L., “Production of High Strength Concrete,” Research Report 315-1F, Center for Transportation Research, University of Texas, Austin, Oct 1983, 286 pages.
Date, C. B. and Schnormeier, R. H., “Day to - Day Comparison of 4 - and 6-in. Diameter Concrete Cylinder Strengths,” Concrete International, Vol. 6, No. 8, 1984, pp. 24 - 26.
Janak, K. J., “Comparative Compressive strength of 4 in. by 8 in. versus 6 in. by 12 in. Concrete Cylinders Along with the Investigation of Concrete Compressive Strength at 56 Days,” Report 3-I-4-16, Materials and Test Division, Texas State Department of Highways and Public Transportation, Austin, TX, March 1985, 36 pages.
Carrasquillo, P. M. and Carrasquillo, R. L., “Evaluation of the Use of Current Concrete Practice in the Production of High Strength Concrete,” American Concrete Institute Materials Journals, Vol. 85, No 1, 1988, pp. 4954. DOI: https://doi.org/10.14359/2502
Díaz, S. F, “Especímenes Cilíndricos de 10x20 cm Otra Opción para el Control de Calidad del Concreto,” IMCYC 204, Mayo 1988, pp. 23-29.
Cook, J. E. “10.000 PSI Concrete”, Concrete International, Oct. 1989, pp. 67-75.
Howard, L. N. and Leathman, D. M., “The Production and Delivery of High Strength Concrete,” Concrete International, April 1989, Vol. 11, No. 4, pp. 26-30.
Moreno, J., “225 W. Wacker Drive,” Concrete International, Vol. 12, No. 1, Jun 1990, pp. 35-39.
Chojnacki, B. and Read, P., “Compressive Strength Test Procedures for Testing High Strength Concrete,” Research Report by Trow Inc., Canadian Department of Supply and Services, File 09SQ.23440-9-9171, Sept 1990.
Day, R. L., “The Effect of Early Freezing and Cold Curing on Strength Development of Fly Ash Concretes,” in Proceedings of the 2nd Canadian Symposium on Cement and Concrete, S. Mindess, Ed., University of British Columbia, Vancouver, July 1991, pp. 197-208.
Lessard, M. and Aïtcin, P.-C., “Testing High Performance Concrete,” In High Performance Concrete, Y. Malier, Ed., E & FN Spoon Publishers, London, 1992, pp. 196-213. DOI: https://doi.org/10.1201/9780203752005-12
Baalbaki, W., et al “Influence of Specimen Size of Compressive Strength and Elastic Modulus of High-Performace Concrete,” Cement, Concrete, and Aggregates, Vol. 14, No. 2, 1992, pp. 113-117.
Baalbaki, W., et al “La Mesure Pratique de la Résistance a la Compression des Béton”, Department of Civil Engineering, University of Sherbrooke, Canada 1993.
Pistilli, M. F. and Willems, T., Evaluation of Cylinders Size and Capping Method in Compression Strength Testing of Concrete,” Cement, Concrete and Aggregates, Vol. 15, No 1, 1993, pp. 59-69.
Hollis, H. R., “The Effect of Shape and Size on the Compressive Strength of Concrete Test Specimens,” Honours Project Report, University of Manchester, 1960, (As reported in Neville, A. M., “A General Relation for Strengths of Concrete Specimens of Different Shapes and Sizes,” Journal of the American Concrete Institute, Vol. 63, No. 10, 1966, pp. 1095-1109). DOI: https://doi.org/10.14359/7664
Reinforced Concrete: An International Manual, Translated by C. Van Amerogen, UNESCO/Butterworths, London, 1971, pp. 1920.
Carrasquillo, R. L., Nilson, A. H., and Slate, F. O., “Properties of High Strength Concrete Subject to Short - Term Loads,” Journal of the American Concrete Institute, May 1981, Vol. 78, No. 3, pp. 171-178. DOI: https://doi.org/10.14359/6914
Detwiler, R. J. and Bickley, J. A., “An Analysis of Interlaboratory Test Program Results,” Concrete Tecnology, pp. 103-115.
Garralon, J. J., “Por Qué Cilindros de 15x30 cm para Obtener la Resistencia a Compresión del Hormigón?,” Informes de la Construcción/351-352, pp. 55-62. DOI: https://doi.org/10.3989/ic.1983.v35.i351-352.2011
Gómez, C. J. G., “Resistencia Real de Diseño de una Mezcla de Concreto,” Informaciones Técnicas, Sika, DCT-SI-48-10-95, 1995, 5 páginas.
Kennedy, J. B. y Neville, A. M., “Estadística para Ciencias e Ingeniería” 2 Edición, México, D. F, Harla, S. A. De C. V., 1982, 466 páginas.
Kennedy, S., et al “Results of an Interlaboratory Test Program: Compressive Strength of Concrete,” Cement, Concrete and Aggregates, CCAGDP, Vol. 17, No 1, June 1995, pp. 3-10. DOI: https://doi.org/10.1520/CCA10330J
Koike, S., "Effect of Specimen Size on Probability Distribution of Concrete Strength,” CAJ Review, 1981, pp. 77-80.
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Copyright (c) 1997 Erika A. Barbosa Guzmán, Rafael H. Gallardo Eraso
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