TY - JOUR
T1 - Poro-mechanical model of strain hysteresis due to cyclic water freezing in partially saturated porous media
AU - Gawin, Dariusz
AU - Pesavento, Francesco
AU - Koniorczyk, Marcin
AU - Schrefler, Bernhard A.
N1 - Funding Information:
The first and third author’s research was partly funded by within the grant of National Science Center – Poland, No. UMO-2014/15/B/ST8/02854 entitled “Multiscale, fractal, chemo-hygro-thermo-mechanical models for analysis and prediction the durability of cement based composites” realized at the Lodz University of Technology in years 2015-2018 .
Publisher Copyright:
© 2020 Elsevier Ltd
PY - 2020/12/1
Y1 - 2020/12/1
N2 - The paper presents a novel mathematical model of coupled hygro-thermo-mechanical processes in a porous material, partially saturated with liquid water and exposed to temperatures below the freezing point of pore water. Water – ice phase change is modelled by means of a non-equilibrium approach considering both water supercooling and a hysteresis of ice content during freezing and thawing of moist porous materials. The hysteresis results in different crystallization pressure and material strains during freezing and thawing processes at a given temperature. The latter effect is modelled by means of the effective stress principle, considering crystallization pressure of ice in the material pores. Methods used for discretization of the model equations and their numerical solution are described. The model is applied for solving the numerical example dealing with laboratory Dynamic Mechanical Analysis test of two different cement mortars saturated with water and exposed to temperatures below the freezing point of water (down to −15 °C) where hysteresis of strains was observed. The results are used for experimental validation of the proposed model. Then, for a 1-D case concerning water freezing-thawing of a wall, the effects on the simulation results of the phase-change model parameters, of the material hygro-thermal state, of the supercooling phenomenon and finally of the rate of temperature variation, are analyzed and discussed.
AB - The paper presents a novel mathematical model of coupled hygro-thermo-mechanical processes in a porous material, partially saturated with liquid water and exposed to temperatures below the freezing point of pore water. Water – ice phase change is modelled by means of a non-equilibrium approach considering both water supercooling and a hysteresis of ice content during freezing and thawing of moist porous materials. The hysteresis results in different crystallization pressure and material strains during freezing and thawing processes at a given temperature. The latter effect is modelled by means of the effective stress principle, considering crystallization pressure of ice in the material pores. Methods used for discretization of the model equations and their numerical solution are described. The model is applied for solving the numerical example dealing with laboratory Dynamic Mechanical Analysis test of two different cement mortars saturated with water and exposed to temperatures below the freezing point of water (down to −15 °C) where hysteresis of strains was observed. The results are used for experimental validation of the proposed model. Then, for a 1-D case concerning water freezing-thawing of a wall, the effects on the simulation results of the phase-change model parameters, of the material hygro-thermal state, of the supercooling phenomenon and finally of the rate of temperature variation, are analyzed and discussed.
KW - Hygro-thermo-mechanical model
KW - Hysteresis of material strains due to water freezing–ice thawing
KW - Non-equilibrium model of phase change
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U2 - 10.1016/j.ijsolstr.2020.09.016
DO - 10.1016/j.ijsolstr.2020.09.016
M3 - Article
AN - SCOPUS:85092260628
VL - 206
SP - 322
EP - 339
JO - International Journal of Solids and Structures
JF - International Journal of Solids and Structures
SN - 0020-7683
ER -