Mesoscale Simulation of Deformation for Mortar and Concrete under Cyclic Freezing and Thawing Stress-Reference-Cited by-同舟云学术

Mesoscale Simulation of Deformation for Mortar and Concrete under Cyclic Freezing and Thawing Stress

Published:2015-06-13 Issue:6 Volume:13 Page:291-304
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Gong Fuyuan¹,Wang Yi¹,Zhang Dawei²,Ueda Tamon³

Affiliation:

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

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

3. Lab of Engineering for Maintenance System, Faculty of Engineering, Hokkaido University, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/13/6/13_291/_pdf

Reference35 articles.

1. 1) Cai, H. and Liu, X., (1998). “Freeze-thaw durability of concrete: ice formation process in pores.” Cement and Concrete Research, 28(9), 1281-1287.

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 (2008) 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, 117-132.

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