Coupled macro-microscopic properties evolution and deterioration mechanisms of concrete under freeze-thaw action
Source abstract
Abstract
In cold regions, freeze-thaw action significantly impairs concrete durability through complex multiscale deterioration. To elucidate the underlying mechanisms, this study investigated the effects of freeze-thaw action on the appearance characteristics, mechanical properties, and microstructure of concrete. Thermodynamic theory was applied to analyze the ice-water phase transition and the evolution of freezing stress. Grey relational analysis was employed to quantify the correlation and contribution of microscopic parameters to the deterioration of macroscopic properties. The results show that freeze-thaw action weakened the mortar-aggregate bond and reduced deformation resistance, which compromised concrete integrity and significantly deteriorated appearance characteristics and mechanical properties. Moreover, the freeze-thaw action accelerated the decomposition of hydration products, and promoted pore enlargement and microcrack propagation, ultimately resulting in a loose and porous microstructure. During freeze-thaw cycles, the ice-water phase transition exhibited strong dependence on pore size and pronounced hysteresis. As the freeze-thaw cycles increased, the repeated phase transitions caused a progressive rise in ice content, resulting in freezing stress accumulation and further facilitating microcrack expansion. After 300 freeze-thaw cycles, the freezing stress reached 35.74 MPa, with a maximum microcrack width of 30.10 μm. The freeze-thaw deterioration of concrete involved a synergistic interaction between surface and internal damage. Furthermore, significant correlations were observed between microscopic parameters and the deterioration of macroscopic properties. The deterioration of appearance was primarily governed by pore structure, whereas that of mechanical properties was mainly controlled by the combined effects of pore structure and freezing stress. • Effects of freeze-thaw action on the macro-microscopic properties are analyzed • Process of ice-water phase transition and evolution of freezing stress are revealed • Correlation between microstructure and macroscopic deterioration is proposed
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Smart Materials for Construction · Concrete and Cement Materials Research · Climate change and permafrost
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (64)
Show source-provided references
1. Mechanism analysis of strength evolution of concrete structure in saline soil area based on 15-year service10.1016/j.conbuildmat.2022.127281 ↗
2. Whether mixed using polypropylene fiber and air-entraining agent can further improve the macro and micro durability of concrete in cold and sulfate regions10.1016/j.coldregions.2023.103891 ↗
3. Freeze-thaw damage model for concrete considering a nonuniform temperature field
4. Temperature distribution and freezing range of a railway tunnel in cold regions under high-speed train piston effect10.1016/j.icheatmasstransfer.2025.109400 ↗
5. Study on deterioration, cracking mechanism and treatment measures of plain concrete lining with cold joints in high-speed railroad tunnel
6. Quantifying the water contributions and carbon consequences of permafrost degradation on the Tibetan Plateau10.1016/j.scib.2025.09.029 ↗
7. Unraveling microstructural evolution in air-entrained mortar and paste: Insights from MIP and micro-CT tomography amid cyclic freezing-thawing damage
8. Study on dynamic compressive mechanical properties of freeze-thaw concrete10.1016/j.conbuildmat.2022.126499 ↗
9. Study on freezing-thawing damage mechanism and evolution model of concrete10.1016/j.tafmec.2022.103439 ↗
10. Freeze-thaw damage and life prediction model of seawater and sea sand concrete (SWSSC)10.1016/j.conbuildmat.2025.141157 ↗
11. Study on the durability and failure mechanism of concrete modified with nanoparticles and polypropylene fiber under freeze-thaw cycles and sulfate attack10.1016/j.coldregions.2021.103301 ↗
12. Durability evaluation of concrete structure under freeze-thaw environment based on pore evolution derived from deep learning10.1016/j.conbuildmat.2025.140422 ↗
13. Freeze-thaw damage analysis and life prediction of modified pervious concrete based on Weibull distribution
14. Influence of piston wind induced by high-speed trains on the temperature field of a tunnel in cold regions10.1007/s11440-025-02593-z ↗
15. Air void system and freezing-thawing resistance of concrete composite with the incorporation of thermo-expansive polymeric microspheres10.1016/j.conbuildmat.2024.135535 ↗
16. Study on the deterioration of concrete performance in saline soil area under the combined effect of high low temperatures, chloride and sulfate salts10.1016/j.cemconcomp.2024.105531 ↗
17. Numerical investigation on thermal insulation layer of a tunnel in seasonally frozen regions10.1016/j.applthermaleng.2018.04.063 ↗
18. Damage constitutive model of concrete under repeated load after seawater freeze-thaw cycles10.1016/j.conbuildmat.2019.117560 ↗
19. Macro-mechanical properties and fine scale damage mechanism of carbon fiber-modified recycled coarse aggregate concrete under sodium sulfate-dry-wet and freeze-thaw cycling coupling effects
20. Temperature distribution and calculation methods for freezing length and laying length of insulation layer of a tunnel in cold regions10.1016/j.tust.2025.106434 ↗
21. Freeze-thaw damage evaluation and model creation for concrete exposed to freeze-thaw cycles at early-age10.1016/j.conbuildmat.2021.125352 ↗
22. State-of-the-art review on properties evolution and deterioration mechanism of concrete at cryogenic temperature10.1016/j.conbuildmat.2020.119456 ↗
23. New insights into strain evolution of concrete under different freeze-thaw conditions: Investigation based on real-time and full-field monitoring10.1016/j.cemconres.2024.107443 ↗
24. Durability and damage model of polyacrylonitrile fiber reinforced concrete under freeze-thaw and erosion10.1016/j.conbuildmat.2023.132238 ↗
25. Strengthening mechanism of fracture properties by nano materials for cementitious materials subject to early-age frost attack10.1016/j.cemconcomp.2021.104025 ↗
26. Study on the physical mechanical properties and freeze-thaw resistance of artificial phase change aggregates10.1016/j.conbuildmat.2022.127225 ↗
27. Study of freeze-thaw deterioration of saturated and unsaturated hydraulic concrete based on measured strain
28. Strength characteristics of foamed concrete under coupling effect of constant compressive loading and freeze-thaw cycles
29. An equation for determining freeze-thaw fatigue damage in concrete and a model for predicting the service life10.1016/j.conbuildmat.2017.01.042 ↗
30. Cyclic compressive behavior of seawater sea-sand concrete after seawater freeze-thaw cycles: Experimental investigation and analytical model10.1016/j.conbuildmat.2022.128227 ↗
31. Damage characteristics and constitutive model of concrete under uniaxial compression after freeze-thaw damage10.1016/j.conbuildmat.2022.128171 ↗
32. Deterioration mechanism of alkali-activated slag and fly ash blended recycled aggregate concrete under freeze-thaw cycles
33. Study on freeze-thaw resistance and pore structure deterioration of fly ash reactive powder concrete based on low-field NMR relaxation
34. Study on mechanical properties and damage mechanism of recycled concrete containing silica fume in freeze-thaw environment10.1016/j.conbuildmat.2023.130872 ↗
35. Correlation between mechanical properties and pore structure deterioration of recycled concrete under sulfate freeze-thaw cycles: An experimental study10.1016/j.conbuildmat.2023.134794 ↗
36. Experimental study on mechanical properties and pore structure deterioration of concrete under freeze-thaw cycles10.3390/ma14216568 ↗
37. Dependence of chloride ion diffusivity on evolution of pore-structures in freeze-thawed shotcrete: Multiscale characterization and modeling10.1016/j.cemconcomp.2021.104222 ↗
38. Damage degradation model of aeolian sand concrete under freeze-thaw cycles based on macro-microscopic perspective10.1016/j.conbuildmat.2022.126885 ↗
39. Microstructural damage evolution and its effect on fracture behavior of concrete subjected to freeze-thaw cycles10.1177/1056789518787025 ↗
40. A pore-scale numerical approach to simulate the thermal conductivity of frozen soil10.1016/j.compgeo.2024.106991 ↗
41. National Standard of the People’s Republic of China · 2009
42. A fractal model for characterizing multi-scaling particle diffusion behaviors in alkali-activated materials system10.1016/j.cemconres.2023.107386 ↗
43. Examination and modeling of fractality for pore-solid structure in cement paste: Starting from the mercury intrusion porosimetry test10.1016/j.conbuildmat.2016.07.107 ↗
44. Determination of the surface fractal dimension for porous media by mercury porosimetry10.1021/ie00043a044 ↗
45. A review on fractal footprint of cement-based materials10.1016/j.powtec.2020.05.065 ↗
46. Effect of air voids on salt scaling and internal freezing10.1016/j.cemconres.2009.09.027 ↗
47. Matala · 1995
48. Mechanical properties of ultra-lightweight cement composite at low temperatures of 0 to -60 °C10.1016/j.cemconcomp.2016.05.014 ↗
49. Freezing gels10.1016/0022-3093(93)90467-C ↗
50. Unsaturated poroelasticity for crystallization in pores10.1016/j.compgeo.2007.02.007 ↗
51. Poroelastic model for concrete exposed to freezing temperatures10.1016/j.cemconres.2007.06.006 ↗
52. Research on effect of cooling rate on concrete freezing stress and its mechanism
53. Li · 2021
54. Petrenko · 1999
55. Freezing strain model for estimating the unfrozen water content of saturated rock under low temperature10.1061/(ASCE)GM.1943-5622.0001057 ↗
56. The freezing of water in hardened Portland cement paste
57. Thermodynamic properties of ice, water, and a mixture of the two at high pressures10.1007/BF00864566 ↗
58. Thermodynamic properties of supercooled water at 1 atm10.1021/j100296a049 ↗
59. Isothermal compressibility of supercooled water and evidence for a thermodynamic singularity at -45 °C10.1063/1.433153 ↗
60. Influence of freezing rate on the cryo-deformation and cryo-damage of cement-based materials during freeze-thaw cycles
61. A new method for the simultaneous determination of the size and shape of pores: the thermoporometry10.1016/0040-6031(77)85122-8 ↗
62. Poromechanics of freezing materials10.1016/j.jmps.2005.04.001 ↗
63. Long-wavelength propagation in composite elastic media I. Spherical inclusions10.1121/1.385171 ↗
64. Is concrete a poromechanics materials? A multiscale investigation of poroelastic properties10.1007/BF02481626 ↗