Stress Analysis for Concrete Materials under Multiple Freeze-Thaw Cycles-Reference-Cited by-同舟云学术

Stress Analysis for Concrete Materials under Multiple Freeze-Thaw Cycles

Published:2015-03-06 Issue:3 Volume:13 Page:124-134
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Gong Fuyuan¹,Sicat Evdon²,Zhang Dawei³,Ueda Tamon¹

Affiliation:

1. Lab of Engineering for Maintenance System, Graduate School of Engineering, Hokkaido University, Sapporo, Japan.

2. Sumitomo Mitsui Construction, Tokyo, Japan.

3. College of Civil Engineering and Architecture, Zhejiang University, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/13/3/13_124/_pdf

Reference20 articles.

1. 1) Coussy, O., (2004), “Poromechanics.” Wiley, West Sussex, England.

2. 2) Coussy, O., (2005), “Poromechanics of freezing materials.” Journal of the Mechanics and Physics of Solids, 53, 1689-1718.

3. 3) Coussy, O. and Monteiro, P. J. M., (2008), “Poroelastic model for concrete exposed to freezing temperatures.” Cement and Concrete Research, 38, 40-48.

4. 4) Coussy, O. and Monteiro, P. J. M., (2009), “Errata to “Poroelastic model for concrete exposed to freezing temperatures” [Cement and Concrete Research 38 40-48]”, Cement and Concrete Research, 39, 371-372.

5. 5) Fagerlund, G., (2002). “Mechanical damage and fatigue effects associated with freeze-thaw of materials.” Proceedings of International RILEM Workshop of Frost Resistance of Concrete, April 2002, 117-132.

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