Performance of Concrete at Sustained High Temperature in Material Applications

Hong Zhu Quan

doi:10.4028/www.scientific.net/AMR.578.150

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 578Performance of Concrete at Sustained High...

Performance of Concrete at Sustained High Temperature in Material Applications

Abstract:

The effects of sustained high temperature on concrete properties are discussed in this paper. In this experiment, concrete with 6 types of cement were tested after high temperature exposure. Although, test procedures were the same as past literature, test results showed different tendency. The temperature of 50°C at which compressive strength was minimal were found for concrete with high-early strength and medium-heat portland cement, which concrete with other cements showed no change up to 110°C. Relationship between weight loss and compressive strength differed from past literature.

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Periodical:

Advanced Materials Research (Volume 578)

Pages:

150-153

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.578.150

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Online since:

October 2012

Authors:

Hong Zhu Quan

Keywords:

Compressive Strength, High-Temperature, Modulus of Elasticity, Weight Loss

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References

[1] K. Kishitani, H, Kasami. Effects of Type of Cement and Mixture Proportion on the Properties of Concrete Exposed to Elevated Temperatures, Summaries of Technical Papers of Annual Meeting of Architectural Institute of Japan, Oct., 1980. (Japanese).

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[2] K. Kishitani, H. Kasami, F. Oshida, T. Okuno. Experimental Study on the Properties of Concrete Exposed to Sustained Elevated Temperature up to 300℃, Cement Concrete, No. 444, pp.7-14, 1983 (Japanese).

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