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Bondad de los criterios del ACI para calificar la calidad de un hormigón
DOI:
https://doi.org/10.15446/ing.investig.n11.19501Keywords:
Calidad del hormigón, Desviación standard, Aceptabilidad, Instituto Americano del Concreto, Análisis estadístico, Concreto (es)Quality of concrete, Standard deviation, Acceptability, American Concrete Institute, Statistical Analysis, Concrete (en)
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Se analizan los criterios de aceptación de un hormigón por resultados de resistencia, bajo el punto de vista de las curvas características de operación (Curvas O-C), se concluye que los criterios del ACI dan al consumidor de hormigón un riesgo alto de aceptar un producto que no cumpla con las especificaciones.
References
Taryal, M. Said. “Analysis of various compliance criteria for compressive strength of concrete”. ACI Journal, March-April/82.
Chung. H. W. “El dilema de la aceptación de pruebas de concreto”’. Journal del ACI Agosto/78. Traducido por Revista IMCYC, Vol. 18 No. 111, Julio/80.
Grant. Eugene. “Control de Calidad estadístico” CECSA
Comité conjunto CEB-CIB-FIP-RILEM. “Principios recomendados para el control de calidad del hormigón y criterios para su aceptación o rechazo”. Revista Informes de la Construcción Nos. 329 y 330. Instituto Eduardo Torroja. Madrid 1981.
Instituto Americano del Concreto. “Reglamento de las construcciones de concreto reforzado ACI 318-77 y comentarios”. Traducción del Instituto Mexicano del Cemento y del Concreto IMCYC. México 1977.
Sociedad Colombiana de Ingenieros. “Código Colombiano de Construcciones Sismo-resistentes”. Decreto 1400 de 1984.
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Copyright (c) 1985 José Gabriel Gómez Cortés
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