Technical Papers
Dec 4, 2011

Interior Relative Humidity of Normal- and High-Strength Concrete at Early Age

Publication: Journal of Materials in Civil Engineering
Volume 24, Issue 6

Abstract

The moisture content in the concrete pores is a critical parameter for most of the degradation processes suffered by concrete, for example concrete shrinkage and related cracking. In the present paper, the development of internal relative humidity of a concrete slab at an early age was investigated by applying the temperature and humidity combined digital sensor. The experimental results show that the internal relative humidity of concrete is reduced with concrete age. The general law of the development of relative humidity inside of concrete can be described by a vapor-saturated stage with 100% relative humidity (Stage I) followed by a stage that the relative humidity gradually reduced (Stage II). The length of Stage I and the magnitude of relative humidity in Stage II are greatly influenced by the strength of concrete and the location in concrete. A humidity gradient along the thickness of the concrete specimen existed at an early age. The humidity gradient in high-strength concrete (C80) is more obvious than that in normal-strength concrete (C40). In addition, for a given age, the reduction in relative humidity in C80 is much higher than that in C40.

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Acknowledgments

This work has been supported by a Specialized Research Fund for the Doctoral Program of Higher Education (20100002110016) and a grant from the National Science Foundation of China (No. 50978143), a grant from National Basic Research Program of China (No. 2009CB623200) to Tsinghua University.

References

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Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 24Issue 6June 2012
Pages: 615 - 622

History

Received: Jul 15, 2009
Accepted: Dec 2, 2011
Published online: Dec 4, 2011
Published in print: Jun 1, 2012

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Authors

Affiliations

Professor, Dept. of Civil Engineering, Key Laboratory of Safety and Durability of Civil Engineering, China Education Ministry, China Education Ministry, Tsinghua Univ., Beijing, 100084, China (corresponding author). E-mail: [email protected]
Yu Huang
Graduate Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing, 100084, China.
Kun Qi
Graduate Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing, 100084, China.
Yuan Gao
Graduate Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing, 100084, China.

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