Linear Regression Model Based on Accelerated Curing Method to Predict the 28-Day Strength of Concrete
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Abstract
Control tests are essential in the construction industry. The results of these tests need to be timely, to avoid waste of materials, and save the cost of production and labour. This may also lead to the delivery of the project in record time. In this study, a mathematical linear regression model is established to predict the 28-day compressive strength of concrete, using the boiling water accelerated curing method. Two concrete mix ratios of 1:2:4 and 1:2:3 were used for the design of the regression model. The mean compressive strength of the accelerated cured concrete is 5.2 and 7.4N/mm2 for 1:2:4 and 1:2:3 respectively. The mean compressive strength for the 28-day moist cured concrete is 16.0 and 20.6 N/mm2 for 1:2:4 and 1:2:3 respectively. The SPSS Statistics software was used to determine the coefficients of the regression equation. The value of the 28-day strengths predicted by the model equation, agrees favorably with the observed 28-day moist cured concrete strengths, using Statistical Student's t-test, at a 5% significant level. The model is recommended for concrete made from similar materials.
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References
American Society for Testing Materials (ASTM) CE 84-49, (1983). Prescribe Methods of Accelerated Curing of Concrete in Cylinders or Cubes.
ASTM C 684-74 (1979). Accelerated Curing and Testing Concrete Compresion Test Specimens.
Ahmed, E. A. (2019). An accelerated test for predicting the 28-day compressive strength of concrete. The Arabian Journal for Science and Engineering, 15 (1), 26-33.
Arum, C., & Alhassan, Y. (2005). Combined effects of aggregate shape, texture and size on concrete strength. Journal of Science, Engineering and Technology, 13 (25), 6876- 6887.
BS 882 (1992). Specification of Aggregates from Natural Sources for Concrete. British Standard Institution.
BS EN 933-1 (1997). Tests for Geometrical Properties of Aggregates- Determination of Particle Size Distribution-Sieving Method. British Standard Institution.
BS EN 1097-6 (2013). Determination of Particle Density and Water Absorption. British Standard Institution.
BS EN 12350-2 (2009). Testing Fresh Concrete- Slump Test. British Standard Institution.
BS EN 12390-3 (2009). Testing Hardened Concrete-Compressive Strength of Test Specimens. British Standard Institution.
FHWA HIF-07-004 (2012). Federal Highway Administration, Washington D. C.
Freedman, D. A. (2009). Statistical Models: Theory and Practice. Cambridge University Press, London.
Hilary L. S. (1967). The historical development of the Gauss linear model. Biometrika, 54, 1–24.
Kheder G. F., Al-Gabban, A. M.. & Suhad, M. A. (2003). Mathematical Model for the Prediction of Cement Compressive Strength at the Ages of 7 and 28 days within 24 hours. Materials and Structures, 36, 693-701.
MacGinley, T., & Choo, B. (2001). Reinforced Concrete Design. Theory and Examples. E & FN Publishers.
Murray, R., & Larry, J. S. (2011). Statistics. 4th Edition.New York: McGraw Hill Publishers.
Neville, A. M. (1997). Properties of concrete. John Willey and Sons Inc.
Neville, A. M., & Brooks, J. J. (1994). Concrete Technology. Longman Group Ltd.
Palika, C. (2014). Predicting compressive strength of concrete for varying workability using regression models. International Journal of Engineering and Applied Sciences (IJEAS), 6 (4), 10-22.
Suhad, M.A., Zain, M.F., Sopian, K., Jamil, M. & Che-Ani, A.I. (2015). Mathematical regression models for prediction of concrete. https/www.researchgate.net/publication/26229210; accessed in March 23, 2023, 16:12 Hours.
Taylor, P. C. (2006). Integrated Materials and Construction Practices for Concrete Pavement: A State of the Practice Manual. U.S. Department of Transportation.
Zain, S. M. (2008). Mathematical regression model for the prediction of concrete strength. Australian Journal of Basic and Applied Sciences, 1(2), 87-95.