期刊
CONSTRUCTION AND BUILDING MATERIALS
卷 330, 期 -, 页码 -出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2022.127254
关键词
Freeze-thaw damage; Thermophysical and mechanical properties; Concrete; Multiple factors
资金
- National Nat-ural Science Foundation of China [52108379, 52078311]
- Natural Sci-ence Foundation of Hebei Province [E2021210002]
- Scientific Research Foundation for the Returned Overseas Scholars, Hebei Province [C20210307]
- Innovation Research Group Program of Natural Science, Hebei Province [E2021210099]
- China Postdoctoral Science Foundation [2019M663553]
This paper provides a comprehensive review of the effects of freeze-thaw cycles (FTCs) on the thermophysical and mechanical properties of concrete in cold regions. It analyzes multiple factors, such as water/binder ratio, air content, and number of FTCs, and summarizes the available theories and test methods for characterizing freeze-thaw damage. The paper suggests that future investigations should consider multiple factors and fields to reveal the micromechanism of freezing and thawing damage and develop multiscale models and techniques.
In cold regions, concrete structures such as pavements, bridges, and tunnels can undergo freeze-thaw conditions, which may significantly deteriorate the performance of concrete and further pose a threat to the structures' safety and shorten their service life. This paper displays a comprehensive review of the effects of freeze-thaw cycles (FTCs) on the thermophysical and mechanical properties of concrete, which include the mass loss, specific heat capacity, thermal conductivity, coefficient of thermal expansion, compressive strength, splitting tensile strength, flexural strength, elastic modulus, and stress-strain relationship. Meanwhile, the influences of water/ binder ratio, air content, number of FTCs, saturation degree, and multiple factors are analyzed and discussed in detail. In addition, changes in the microstructure and constituents, available theories, test methods, and damage identification/evaluation methods to characterize the freeze-thaw damage are summarized. Accordingly, recommendations are proposed for future investigations to be carried out. The discussion indicates that multiple factors and multiple fields should be comprehensively considered to reveal the micromechanism of the freezing and thawing damage on concrete in real complex environments. Also, existing freeze-thaw damage theories and test methods are supposed to be considered to develop the multiscale models and corresponding techniques.
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