Evaluation of Damage in Concrete Suffered Freeze-Thaw Cycles by CT Technique
Author:
Affiliation:
1. School of Civil Engineering, Chang'an University, Xi’an, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/14/11/14_679/_pdf
Reference19 articles.
1. 1) Chen, J., Deng, X., Luo, Y., He, L. and Liu, Q., (2015). “Investigation of micro structural damage in shotcrete under a freeze–thaw environment.” Construction and Building Materials, 83(8), 275–282.
2. 2) Hasan, M., Ueda, T. and Sato, Y., (2008). “Stress-strain relationship of frost-damaged concrete subjected to fatigue loading.” Journal of Materials in Civil Engineering, 1(37), 37-45.
3. 3) Jin, S., Zhang, J. and Huang B., (2013). “Fractal analysis of effect of air void on freeze–thaw resistance of concrete.” Construction and Building Materials, 47, 126-130.
4. 4) Kim, K. Y.，Yun, T. S. and Park, K. P., (2013). “Evaluation of pore structures and cracking in cement paste exposed to elevated temperatures by X-Ray computed tomography.” Cement and Concrete Research, 50(8), 34-40.
5. 5) Lange, D. A., Jennings, H. M. and Shah S. P., (1994). “Image analysis techniques for characterization of pore structure of cement-based materials.” Cement and Concrete Research, 24 (5), 841-853.
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