Effect of freeze–thaw cycles on the stress–strain curves of unconfined and confined concrete

Author:

Duan An,Jin Weiliang,Qian Jiaru

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Fagerlund G (2001) Modeling the service life of concrete exposed to frost. American Ceramic Society, Westerville, pp 195–204

2. Pigeon M, Pleau R (1995) Durability of concrete in cold climates. Taylor & Francis, London

3. Hassan M, Nagai K, Sato Y, Ueda T (2002) Tensile stress-crack width model for plain concrete damaged by freezing and thawing action. Proc JCI 24(2):109–114

4. Panchenko AI (1997) Frost failure and rapid test method of concrete frost resistance. In: Setzer MJ, Auberg R (eds) Frost resistance of concrete. E&FN Spon, London, pp 299–306

5. Shang HS, Song YP (2006) Experimental study of strength and deformation of plain concrete under biaxial compression after freezing and thawing cycles. Cem Concr Res 36(10):1857–1864

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