Creep Behavior of Early-Age Concrete Made with Different Cement Compositions under the Controlled Temperature History

Author:

Wang Dang Zai1,Xin Jian Da2,Wang Zhen Hong2

Affiliation:

1. Power China Chengdu Engineering Corporation Limited

2. China Institute of Water Resources and Hydropower Research

Abstract

A temperature stress testing machine (TSTM) was used to investigate effect of cement composition on cracking sensitivity and creep behavior of concrete. Results show that the cracking sensitivity of concrete varied with the ratio of C3S/C2S and it is observed that the temperature difference of concrete linearly increased with smaller ratio of C3S/C2S. Furthermore, it is also found that concrete with higher ratio of C3S/C2S had weaker creep behavior based on the specific creep deduced from results of TSTM.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference17 articles.

1. Zhu BF (2013). Thermal stresses and temperature control of mass concrete. Butterworth-Heinemann, Oxford, UK.

2. Mehta PK and Monteiro P (2006) Concrete—microstructure, properties, and materials (3rd ed.). McGraw-Hill, NY, USA.

3. Ben-Bassat M, Nixon PJ and Hardcastlet J (1990) The effect of differences in the composition of Portland cement on the properties of hardened concrete. Magazine of Concrete Research, 42(151): 59-66.

4. Dakhil FH, Al-Gahrani AS, Al-Saadoun SS and Bader MA (1990) Influence of cement composition on the corrosion of reinforcement and sulfate resistance of concrete. ACI Materials Journal, 87(2): 114-122.

5. Sezer GI, Çopuroğlu O and Ramyar K (2010) Microstructure of 2 and 28-day cured Portland limestone cement pastes. Indian Journal of Engineering and Materials Sciences, 17: 289-294.

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