Constitutive model of concrete damaged by freeze–thaw action for evaluation of structural performance of RC elements

Author:

Berto Luisa,Saetta Anna,Talledo Diego

Publisher

Elsevier BV

Subject

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

Reference24 articles.

1. A working hypothesis for further studies of frost resistance of concrete;Powers;J. Am. Concr. Inst.,1945

2. G. Fagerlund, A service life model for internal frost damage in concrete, Div. Building Materials, Lund Institute of Technology, 2004, Report TVBM-3119.

3. Damage constitutive model of fly ash concrete under freeze-thaw cycles;Liu;J. Mater. Civ. Eng.,2012

4. Experimental study of strength and deformation of plain concrete under biaxial compression after freezing and thawing cycles;Shang;Cem. Concr. Res.,2006

5. Effect of freeze–thaw cycles on the stress-strain curves of unconfined and confined concrete;Duan;Mater. Struct.,2011

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