Multi-scale simulation of freeze-thaw damage to RC column and its restoring force characteristics

Author:

Gong FuyuanORCID,Maekawa Koichi

Funder

Japan Science and Technology Agency

Council for Science, Technology and Innovation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference41 articles.

1. Powers TC. A working hypothesis for further studies of frost resistance of concrete. ACI J Proc: ACI; 1945. p. 245–72.

2. Mechanisms of frost damage;Scherer,2005

3. Errata to “Poroelastic model for concrete exposed to freezing temperatures” [Cement and Concrete Research 38 (2008) 40–48];Coussy;Cem Concr Res,2009

4. Fagerlund G. Mechanical damage and fatigue effects associated with freeze-thaw of materials. International RILEM Workshop of Frost Resistance of Concrete; 2002. p. 117–32.

5. Stress-strain model of concrete damaged by freezing and thawing cycles;Hasan;J Adv Concr Technol,2004

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