journal article·2022-02-23Open access

Effects of the Mineral Composition of Cement on the Temperature Dependency of Strength Development

Madoka Taniguchi, Osamu Katsura, Takahiro Sagawa, Yukio Hama

Abstract

The use of low heat Portland cement has been promoted in recent years. However, there is no general method to predict the strength development of the concrete using cement that is composed of a wide range of minerals and the application of the ‘maturity method (accumulated temperature)” has proved difficult for low heat Portland cement. Therefore, the authors consider the application of the equivalent age to predict the strength development of concrete using various type of cement. The strength development of mortar using cement that is composed of a wide range of minerals under different curing temperatures are then examined. As a result, the temperature dependency of strength development of various cements is explained by the equivalent age. The values of the apparent activation energy of cement are dependent on its mineral composition. This paper is the English translation from the authors’ previous work [Taniguchi, M., Katsura, O., Sagawa, T. and Hama, Y., (2011). “Effects of the mineral composition of cement on the temperature dependency of strength development.” Journal of Structural and Construction Engineering (Transactions of AIJ), 76(661), 443-448. (in Japanese)].
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Concrete Properties and Behavior

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Hokkaido Research Organization, Kita 19 Nishi 11, Kita-ku, Sapporo, Hokkaido, Japan.

Maebashi Institute of Technology, 460-1 Kamisadorimachi, Maebashi, Gunma Prefecture, Japan.

Muroran Institute of Technology, 27-1 Mizumotocho, Muroran, Hokkaido, Japan.

References (35)

Show source-provided references
1. 1) ASTM, (2011). “Standard practice for estimating concrete strength by the maturity method (ASTM C1074).” West Conshohocken, Pennsylvania: ASTM International.
2. 2) Barnett, S. J., Soutsos, M. N., Millard S. G. and Bungey J. H., (2006). “Strength development of mortars containing ground granulated blast-furnace slag: Effect of curing temperature and determination of apparent activation energies.” Cement and Concrete Research, 36(3), 434-440.10.1016/j.cemconres.2005.11.002 ↗
3. 3) Bergstorm, S. G., (1953). “Curing temperature, age and strength of concrete.” Magazine of Concrete Research, 4(7), 61-66.10.1680/macr.1953.5.14.61 ↗
4. 4) Carino, N. J., (1984). “The maturity method: Theory and application.” Journal of Cement, Concrete, and Aggregates, 6(2), 61-73.10.1520/CCA10358J ↗
5. 5) Carino, N. J. and Tank, R. C., (1992). “Maturity functions for concrete made with various cements and admixtures.” ACI Materials Journal, 89(2), 188-196.10.14359/2275 ↗
6. 6) CEB, (1993). “CEB-FIP model code 90.” London: Thomas Telford Ltd.
7. 7) Chanvillard, G. and D’aloia, L., (1997). “Concrete strength estimation at early ages: Modification of the method of equivalent age.” ACI Materials Journal, 94(6), 520-530.10.14359/336 ↗
8. 8) Hansen, P. F. and Pedersen, E. J., (1977). “Maturity computer for controlled curing and hardening of concrete.” Nordisk Betong, 1, 19-34. (in Danish)
9. 9) Ito. N., Mihashi, H. and Kirikoshi, K., (2004). “Apparent activation energy and equivalent age of concrete influenced by curing temperature history.” Concrete Research and Technology, 15(1), 103-112. (in Japanese)10.3151/crt1990.15.1_103 ↗
10. 10) Izumi, F. and Ikeda, T., (2000). “A Rietveld-analysis program RIETAN-98 and its application to zeolites.” Materials Science Forum, 321-324, 198-203.10.4028/www.scientific.net/MSF.321-324.198 ↗
11. 11) Kada-Benameura, H., Wirquin, E. and Duthoit, B., (2000). “Determination of apparent activation energy of concrete by isothermal calorimetry.” Cement and Concrete Research, 30(2), 301-305.10.1016/S0008-8846(99)00250-1 ↗
12. 12) Kamada, E., Koh, Y. and Hayashi, N., (1990). “Strength development of concrete made with various cements.” Cement Science and Concrete Technology, 44, 360-365. (in Japanese)
13. 13) Kasai, Y., (1967). “The method of estimation of initial compressive strength of concrete.” Transactions of the Architectural Institute of Japan, 141, 1-10. (in Japanese)10.3130/aijsaxx.141.0_1 ↗
14. 14) Katsura, O., Kamada, E. and Koh, Y., (1993). “Strength development of high strength concrete under low temperature.” In: Proceedings of the Symposium on Concrete Deterioration in Natural Environment, Tokyo 12 May 1993. Tokyo: Japan Concrete Institute, 41-48. (in Japanese)
15. 15) Kim, J. K., Han, S. H. and Lee, K. M., (2001). “Estimation of compressive strength by a new apparent activation energy function.” Cement and Concrete Research, 31(2), 217-225.10.1016/S0008-8846(00)00481-6 ↗
16. 16) Kiriyama, H., Maruya, E., Yoshida, K., Onishi, T., Hirata, T., Kawai, K. and Sato, R., (2019). “Study on temperature dependence and estimation method of high strength mortar using alite cement and pozzolanic fine powder.” Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures), 75(3), 157-168. (in Japanese)10.2208/jscejmcs.75.157 ↗
17. 17) Kjellsena, K. O. and Detwiler, R. J., (1993). “Later-age strength prediction by a modified maturity model.” ACI Materials Journal, 90(3), 220-227.10.14359/3873 ↗
18. 18) Koh, Y., (1959). “Practical method for the estimation of concrete strength and its application.” Transactions of the Architectural Institute of Japan, 63(1), 129-132. (in Japanese)10.3130/aijsaxx.63.1.0_129 ↗
19. 19) Li, Q., Guan, J., Wu, Z., Dong, W. and Zhou, S., (2016). “Equivalent maturity for ambient temperature effect on fracture parameters of site-casting dam concrete.” Construction and Building Materials, 120, 293-308.10.1016/j.conbuildmat.2016.05.111 ↗
20. 20) Liu, Y., Fu, S., Gao, J. and Yang, Y., (2020). “Prediction for temperature evolution and compressive strength of non-mass concrete with thermal insulation curing in cold weather.” Journal of Building Engineering, 32, Article ID 101737.10.1016/j.jobe.2020.101737 ↗
21. 21) Neville, A. M., (2011). “Properties of concrete.” 5th ed. New Jersey: Prentice Hall, Pearson Education Ltd.
22. 22) Nurse, R. W., (1949). “Steam curing of concrete.” Magazine of Concrete Research, l(2), 79-88.10.1680/macr.1949.1.2.79 ↗
23. 23) Ogawa, Y., Uji, K., Ueno, A. and Kawai, K., (2021). “Contribution of fly ash to the strength development of mortars cured at different temperatures.” Construction and Building Materials, 276, Article ID 122191.10.1016/j.conbuildmat.2020.122191 ↗
24. 24) Plowman, J. M., (1956). “Maturity and the strength of concrete.” Magazine of Concrete Research, 8(22), 13-22.10.1680/macr.1956.8.22.13 ↗
25. 25) Sagawa, T., Katsura, O. and Taniguchi, M., (2009). “Hydration model of cement minerals considering available space for hydration.” In: Proceedings of the 4th International Conference on Construction Materials: Performance, Innovations and Structural Implications, ConMat '09, Nagoya 24-26 August 2009. Tokyo: Japan Concrete Institute, 1211-1218.
26. 26) Saul, A. G. A., (1951). “Principles underlying the steam curing of concrete at atmospheric pressure.” Magazine of Concrete Research, 2(6), 127-140.10.1680/macr.1951.2.6.127 ↗
27. 27) Scindler, A. K., (2004). “Effect of temperature on hydration of cementitious materials.” ACI Materials Journal, 100(3), 72-81.
28. 28) Soutsos, M., Hatzitheodorou, A., Kwasny, J. and Kanavaris, F., (2016). “Effect of in situ temperature on the early age strength development of concretes with supplementary cementitious materials.” Construction and Building Materials, 103, 105-116.10.1016/j.conbuildmat.2015.11.034 ↗
29. 29) Soutsos, M. and Kanavaris, F., (2020). “Compressive strength estimates for adiabatically cured concretes with the Modified Nurse-Saul (MNS) maturity function.” Construction and Building Materials, 255, Article ID 119236.10.1016/j.conbuildmat.2020.119236 ↗
30. 30) Tahsin, A. Y. and Chen, H. L., (2015). “Use of maturity method to estimate compressive strength of mass concrete.” Construction and Building Materials, 95(1), 802-812.10.1016/j.conbuildmat.2015.07.026 ↗
31. 31) Tanaka, S., Maruoka, M., Takeuchi, M. and Tomita, R., (1996). “Influence of thermal history on strength development of high strength concrete with belite rich cement.” Proceedings of the Japan Concrete Institute, 18(1), 237-242. (in Japanese)
32. 32) Taniguchi, M., Katsura, O., Sagawa, T. and Hama, Y., (2011). “Effects of the mineral composition of cement on the temperature dependency of strength development.” Journal of Structural and Construction Engineering (Transactions of AIJ), 76(661), 443-448. (in Japanese)10.3130/aijs.76.443 ↗
33. 33) Yahia, A. A., (2006). “The maturity method: Modifications to improve estimation of concrete strength at later ages.” Construction and Building Materials, 20, 893-900.10.1016/j.conbuildmat.2005.06.022 ↗
34. 34) Wirquin, E., Broda, M. and Duthoit, B., (2002). “Determination of the apparent activation energy of one concrete by calorimetric and mechanical means: Influence of a superplasticizer.” Cement and Concrete Research, 32(8), 1207-1213.10.1016/S0008-8846(02)00770-6 ↗
35. 35) Zhang, J., Cusson, D., Monteiro, P. and Harvey, J., (2008). “New perspectives on maturity method and approach for high performance concrete applications.” Cement and Concrete Research, 38(12), 1438-1446.10.1016/j.cemconres.2008.08.001 ↗