journal article·2009-06-30Open access

Development of Mechanical Properties of Ultra-High-Strength Concrete Subjected to Early Heat Curing

Taku Matsuda, Hiroshi Kawakami, Takao Koide, Takafumi Noguchi

Abstract

Concrete cylinders with a design strength of 100 to 150 N/mm2 were subjected to thermal histories with different maximum temperatures simulating actual structures to examine the development of their mechanical properties. The tendencies of the mechanical properties of concrete subjected to a maximum temperature exceeding 45 to 60° C were found to significantly differ from those of concrete cured at lower temperatures. The authors thus propose a technique for estimating the compressive strength of concrete from the maximum curing temperature and effective age. We also report on the investigation of the applicability of conventional prediction equations to the evaluation of static modulus and splitting tensile strength using compressive strength.
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Research context

OpenAlex topics: Fire effects on concrete materials · Concrete Properties and Behavior · Concrete and Cement Materials Research

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Affiliations

Technical Research Institute, Sumitomo Mitsui Construction Co., Ltd, Japan., Dept. of Arch., Graduate School of Eng., The University of Tokyo, Japan.

Technical Research Institute, Sumitomo Mitsui Construction Co., Ltd, Japan.

Cement/Concrete Research Laboratory, Sumitomo Osaka Cement Co., Ltd, Japan.

Dept. of Architecture, Graduate School of Eng., The University of Tokyo, Japan.

References (16)

Show source-provided references
1. Architectural Institute of Japan (1997). “Japanese architectural standard specification JASS 5 1997.” 170. (in Japanese)
2. Architectural Institute of Japan (1999). “All standard for structural calculation of reinforced structures -Based on allowable stress concept -.” 38-40. (in Japanese)
3. Comite Euro-International du Beton (1990), “CEB-FIP MODEL CODE 1990.” 51-52.
4. Hashida, H. and Yamazaki, N. (1997). “An investigation into tensile stress due to shrinkage-restraint of high-strength concrete specimen.” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, 91-92. (in Japanese)
5. Japan Concrete Institute (1996). “Technical committee report on autogenous shrinkage of concrete.” 93-98. (in Japanese)
6. Kawakami, H. and Nishimoto, Y. (2002). “Research on the strength development of high-strength concrete of Fc 100N/mm2.” Proceedings of the Japan Concrete Institute, 24(1), 369-374. (in Japanese)
7. Kawakami, H. and Nishimoto, Y. (2003). “Experimental research of dynamic characteristic of high-strength concrete.” Reports of Technical Research Institute of Sumitomo Mitsui Construction Co., Ltd., (1), 57-62. (in Japanese)
8. Kawakami, H., Masuda, Y., Nishimoto, Y. and Hasuo, K. (2004). “Strength development of high-strength concrete using various kinds of binder.” Journal of structural and construction engineering, (576), 23-29. (in Japanese)10.3130/aijs.69.23_2 ↗
9. Kawakami, H., Matsuda, T., Nishimoto, Y. and Koide, T. (2006a). “Experimental study on strength development of 150MPa concrete in structure.” Proceedings of the Japan Concrete Institute, 28(1), 1235-1240. (in Japanese)
10. Kawakami, H., Nishimoto, Y. and Masuda, Y. (2006b). “The influence of high-temperature career in initial-stages on strength development of high-strength concrete using low-heat Portland cement and silica fume.” Journal of structural and construction engineering, (601), 15-21. (in Japanese)10.3130/aijs.71.15_1 ↗
11. Matsuda, T., Shima, T., Kawakami, H. and Nishimoto, Y. (2006). “Autogenous shrinkage characteristic of ultra-high-strength concrete cured under high temperature.” Proceedings of the Japan Concrete Institute, 28(1), 1247-1252. (in Japanese)
12. Matsuda, T., Kawakami, H. and Nishimoto, Y. (2008) “Influence of loading condition on creep properties of ultra-high strength concrete.” Proceedings of the 8th International Conference on Creep, Shrinkage and Durability of Concrete and Concrete Structures, 2, 1397-1403.
13. Suzuki, Y., Shima, T., Matsuda, T., Kawakami, H. and Nishimoto, Y. (2008). “Applicability of multi-component model for hydration heat to high strength concrete of low water-cementitious material ratio below 0.2.” 8th International Symposium on Utilization of High-Strength and High-Performance Concrete, 603-608.
14. Tomosawa, F. and Noguchi, T. (1995). “Relationship between compressive strength and modulus of elasticity of high-strength concrete.” Utilization of High Strength Concrete, Symposium in Lillehammer, 1247-1254.
15. Koizumi, S., Imoto, H., Sugamata, T. and Ohta, A. (2008). “A study on potential strength development and the hydration reaction of ultra-high-strength concrete.” 8th International Symposium on Utilization of High-Strength and High-Performance Concrete, 489-496.
16. Urakawa, K., Nonaka, A., Umemoto, M., Nishiura, N., Yamada, H., Nishida, H., Katayose, N. and Kajita, H. (2007). “Experimental study on autogenous shrinkage of ultra high strength concrete.” Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, 257-258. (in Japanese)