Browse > Article
http://dx.doi.org/10.12989/sem.2014.49.6.763

Autogenous shrinkage of ultra high performance concrete considering early age coefficient of thermal expansion  

Park, Jung-Jun (Structural Engineering Research Division, Korea Institute of Construction Technology)
Yoo, Doo-Yeol (School of Civil, Environmental and Architectural Engineering, Korea University)
Kim, Sung-Wook (Structural Engineering Research Division, Korea Institute of Construction Technology)
Yoon, Young-Soo (School of Civil, Environmental and Architectural Engineering, Korea University)
Publication Information
Structural Engineering and Mechanics / v.49, no.6, 2014 , pp. 763-773 More about this Journal
Abstract
The recently developed Ultra High Performance Concrete (UHPC) displays outstanding compressive strength and ductility but is also subjected to very large autogenous shrinkage. In addition, the use of forms and reinforcement to confine this autogenous shrinkage increases the risk of shrinkage cracking. Accordingly, this study adopts a combination of shrinkage reducing admixture and expansive admixture as a solution to reduce the shrinkage of UHPC and estimates its appropriateness by evaluating the compressive and flexural strengths as well as the autogenous shrinkage according to the age. Moreover, the coefficient of thermal expansion known to experience sudden variations at early age is measured in order to evaluate exactly the autogenous shrinkage and the thermal expansion is compensated considering these measurements. The experimental results show that the compressive and flexural strengths decreased slightly at early age when mixing 7.5% of expansive admixture and 1% of shrinkage reducing admixture but that this decrease becomes insignificant after 7 days. The use of expansive admixture tended to premature the setting of UHPC and the start of sudden increase of autogenous shrinkage. Finally, the combined use of shrinkage reducing admixture and expansive admixture appeared to reduce effectively the autogenous shrinkage by about 47% at 15 days.
Keywords
ultra high performance concrete; coefficient of thermal expansion; autogenous shrinkage; setting properties; shrinkage reducing admixture; expansive admixture;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Park, J.J., Yoo, D.Y., Kim, S.W. and Yoon, Y.S. (2014), "Benefits of using expansive and shrinkage reducing agents in ultra-high-performance concrete for volume stability", Mag. Concrete. Res. (In press)
2 Yoo, D.Y., Min, K.H., Lee, J.H. and Yoon, Y.S. (2011), "Autogenous shrinkage of concrete with design strength from 60-120N/$mm^{2}$", Mag. Concrete. Res., 63(10), 751-761.   DOI
3 Yoo, D.Y., Park, J.J., Kim, S.W. and Yoon, Y.S. (2013), "Early age setting, shrinkage and tensile characteristics of ultra high performance fiber reinforced concrete", Constr. Build. Mater., 41(April), 427-438.   DOI   ScienceOn
4 Yoo, D.Y., Park, J.J., Kim, S.W. and Yoon, Y.S. (2014), "Influence of reinforcing bar type on autogenous shrinkage stress and bond behavior of ultra high performance fiber reinforced concrete", Cement. Concrete. Comp. (In press)
5 American Society for Testing and Materials (ASTM) (2006), ASTM C 1609/C 1609M-07 Standard test method for flexural performance of fiber-reinforced concrete (using beam with third point loading), Annual book of ASTM standards, ASTM, West Conshohocken, PA.
6 American Society for Testing and Materials (ASTM) (2009), ASTM C 39/C 39M-10 Standard test method for compressive strength of cylindrical concrete specimens, Annual book of ASTM standards, ASTM, West Conshohocken, PA.
7 Kim, S.W., Park, J.J., Kang, S.T., Ryo, G.S. and Koh, K.T. (2008), "Development of ultra high performance cementitious composites (UHPCC) in Korea", Proceedings of the Fourth International IABMAS Conference, Seoul, Korea.
8 American Society for Testing and Materials (ASTM) (2008), ASTM C 403 Standard test method for time of setting of concrete mixture by penetration resistance, Annual book of ASTM standards, ASTM, West Conshohocken, PA.
9 Japan Concrete Institute (1999), Autogenous Shrinkage of Concrete, Ed. E. Tazawa, Committee Report, E&FN Spon.
10 Kamen, A., Denarie, E., Sadouki, H. and Brühwiler, E. (2008), "Thermo-mechanical response of UHPFRC at early age-Experimental study and numerical simulation", Cement. Concrete. Res., 38(6), 822-831.   DOI   ScienceOn
11 Koh, K.T., Ryu, G.S., Kang, S.T., Park, J.J. and Kim, S.W. (2011), "Shrinkage properties of ultra-high performance concrete (UHPC)", Adv. Sci. Lett., 4(3), 948-952.   DOI   ScienceOn
12 Maltese, C., Pistolesi, C., Lolli, A., Bravo, A., Cerulli, T. and Salvioni, D. (2005) "Combined effect of expansive and shrinkage reducing admixtures to obtain stable and durable mortars", Cement. Concrete. Res., 35(12), 2244-2251.   DOI   ScienceOn
13 Loukili, A., Chopin, D., Khelidj, A. and Touzo, J.Y.L. (2000), "A new approach to determine autogenous shrinkage of mortar at an early age considering temperature history", Cement. Concrete. Res., 30(6), 915-922.   DOI   ScienceOn
14 Park, J.J., Yoo, D.Y., Kim, S.W. and Yoon, Y.S. (2013a), "Drying shrinkage cracking characteristics of ultra-high-performance fibre reinforced concrete with expansive and shrinkage reducing agents", Mag. Concrete. Res., 65(4), 248-256.   DOI   ScienceOn