Time Progress of Compressive Strength of High Performance Concrete

Article Preview

Abstract:

Development in the field of concrete engineering is increasingly focused on the practical application of high performance concrete (HPC) or ultra-high performance concrete (UHPC) in construction practise. Newly developed kings of concrete are newly using in transport and building structures. The process of hydration of hydraulic binders based on Portland cement doesn ́t stop after 28 days, when the test of compressive strength take place, but it ́s a long time process that takes for many months. For design we use the values of strength of 28 days. This paper explorers how does the long-term development of compressive strength of HPC runs. The composition of HPC is significantly different from the common concrete lower strength classes. The question of the influence of additives, filler on microsilica based, silica flour to the time development of compressive strength is being explored in this paper. There is also recorded the influence of curing condition of the test specimens to the compressive strength. The age of testing samples starts at a very early ages 1, 3, 7, 21, 28, 45, 90 and 180 days. The strength in uniaxial compression was measured on cubes with dimension 100 mm.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

167-172

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] J. K. Kim, X. H. Moon, S. H. Eo, Compressive strength development of concrete with different curing time and temperature, Cement and Concrete Research (1998) 1761 – 1773.

DOI: 10.1016/s0008-8846(98)00164-1

Google Scholar

[2] A. Sterba, T. Sterba, The effect of the time or curing and temperature of concrete on its hardening speed, Concrete TKS (2007) 6 - 10.

Google Scholar

[3] K. N. Hong, S. T. Kang, S. W. Kim, J. J. Park, S. H. Han, Material properties of air-cured ultra-high-performance steel-fiber-reinforced concrete at early ages, International Journal of the Physical Sciences, 5 (2010). ISSN-1992-(1950).

Google Scholar

[4] B. A. Graybeal, Compressive Behavior of Ultra-High-Performance Fiber-Reinforced Concrete, Cement and Concrete Research, 36 (2006), ISSN-0008-8845.

Google Scholar

[5] R. Cerny, P. Rovnanikova: Transport processes in concrete, London Spon press (2002).

Google Scholar

[6] Czech Standard CSN EN 12390-3 Testing hardened concrete – Part 3: Compressive strength of test specimens.

Google Scholar

[7] F. de Lerrard, T. Sedran, Optimization of ultra-high-performance concrete by the use of a packing model, Cement and Concrete Research (1994) 997 - 1009.

DOI: 10.1016/0008-8846(94)90022-1

Google Scholar

[8] K. Wille, A. E. Naaman, S. El-Tawil, G. J. Parra-Montesinos, Ultra-high performance concrete and fiber reinforced concrete: achieving strength and ductility without heat curing, Materials and Structures, 45 (2011). ISSN-1871-6873.

DOI: 10.1617/s11527-011-9767-0

Google Scholar