A framework to model freeze/thaw-induced crack propagation in concrete based on a fatigue phase-field method
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference52 articles.
1. A non-equilibrium micromechanics-based thermo-hydro-mechanical model for freezing/thawing in saturated cementitious materials: From elasticity to elastic-plasticity;Guo;Cem Concr Res,2023
2. A micromechanical framework for thermo-elastic properties of multiphase cementitious composites with different saturation;Guo;Int J Mech Sci,2022
3. Freezing deformation of saturation-dependent porous media considering interface energy and microstructure effects: From thermodynamics-based macroscopic constitutive relation to micromechanical upscaling model;Guo;Int J Rock Mech Min Sci,2024
4. Powers TC, Helmuth R. Theory of volume changes in hardened portland-cement paste during freezing. In: Highway research board proceedings. Vol. 32, 1953, p. 285–97.
5. Poroelastic model for concrete exposed to freezing temperatures;Coussy;Cem Concr Res,2008
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