Main Article Content
Abstract
The hydration heat confined to the core of the mass concrete during the hydration reaction causes a temperature rise and irregular temperature distribution in the concrete. High temperatures in concrete cause Delay Ettringite Formation (DEF) that cause damage several years after pouring, especially if the concrete is in an acidic environment. The uneven temperature distribution causes thermal stresses that can initiate cracks in the concrete surface. This article discusses a prediction of temperature distribution inside a mass concrete used as a rotary kiln foundation. We measure the heat of hydration of the concrete sample using an adiabatic calorie meter and derive the heat of hydration equation from the measurement data. The hydration heat was used in numerical calculations to obtain the temperature distribution, maximal temperature and temperature differential. The numerical calculation shows that the maximum foundation temperature was 64.01 0C. This temperature is still below the limit temperature for the occurrence of Delayed Ettringite Formation (DEF). The core region has the highest temperature, while the surfaces have the lowest temperature. The difference between the highest and lowest temperatures is 37.40 0C. However, the temperature differential exceeds the safe limit, 20 0C, so heat treatment to prevent cracking needs to be done.
Keywords
Article Details
This work is licensed under a Creative Commons Attribution 4.0 International License.
Copyright (c): Adek Tasri (2022)References
- [1] Taylor H. F. W.., Famy C., Scrivener K. L., Delayed ettringite formation. Cem Concr Res 31 2001; 31: 683–93.
- [2] American Concrete Institute. Cooling and insulating system for mass concrete (ACI
- 207.4R-05), ACI Committee, 2005
- [3] Portland Cement Association. Design and control of concrete admixtures, 14th Edition–CD Version, CD100.1, 2003.
- [4] Neville A. M., Properties of concrete. Prentice Hall, 1995.
- [5] Bush E. W., Cannon R. W., Mass R. G., and TatroR.B.,Effect of restraint, volume change, and reinforcement on cracking of mass concrete (ACI 207. ACI Committee, 1995.
- [6] Madji H. S. and Abbas Z. H., Study of heat of hydration of portland cement used in Iraq. Case Studies in Construction Materials 2017; 7: 154–162
- [7] Schindler A.K. and Folliard K. J., Heat of hydration models for cementitious materials. ACI Materials Journal 2005; 102: 24-33.
- [8] Ballim Y. and Graham P.C., Amaturity Approach to the rate of heat evolution in concrete. Magazine of concrete research 2003; 249-256
- [9] Couto D., Helene P. and Almeida L.C., Temperature monitoring in large volume spread footing foundations: case study “Parque da Cidade” – São Paulo. Ibaracon Structure and Material Journal 2016; 9: 953-960.
- [10] De Schutter G., Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws. Computer & Structures 2002; 80: 2035-2042.
- [11] Tasri A., and Susilawati A., Effect of cooling water temperature and space between cooling pipes of postcooling system on temperature and thermal stress in mass concrete. Journal of Building Engineering 20019; 24: 100731.
- [12] Standard Nasional Indonesia, Tata Cara Pembuatan Rencana Campuran Beton Normal, SNI 03-2834-2000, Standard Nasional Indonesia 2000.
- [13] Incropera F.P, Dewitt D.P , Bergmann T.L. and Lavine A.S, Fundamental of heat and mass transfer, John Wiley ans Sons, 2011.
- [14] Parker, Greg. Encyclopedia of materials: science and technology, Elsevier, 2001.
- [15] S.P. Deolalkar, “Composite Cement”, in Applied Well Cementing Engineering, Liu, Gefei, ed., Gulf Professional Publishing, 2021.
- [16] Y. Zang, W. Sun, Cement and Concrete Res., vol. 32 no. 9, 2002.
- [17] I. V. Lienhard, and H. John. A heat transfer textbook, Phlogiston press, 2005.
- [18] Y.A. Cengel, S. Klein, and W. Heat transfer: a practical approach, McGraw-Hill, 1998.
- [19] M. E. FitzGibbon “Large pours –2, heat generation and control”, Concrete, vol.10, no.
- 4, pp. 33-5,1976.