Time Progress of Compressive Strength of High Performance Concrete

Author:

Holčapek Ondřej1,Vogel Filip1,Vavřiník Tomáš1,Keppert Martin2

Affiliation:

1. CTU in Prague

2. Czech Technical University in Prague

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.

Publisher

Trans Tech Publications, Ltd.

Reference8 articles.

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.

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.

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).

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

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

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3