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Freeze-thaw resistance and optimal service temperature range of low-temperature phase change lightweight aggregate concrete | Synapse
March 3, 2026
Freeze-thaw resistance and optimal service temperature range of low-temperature phase change lightweight aggregate concrete
ZM
Ziming Mao
Hohai University
JW
Jian Wang
Hohai University
JS
Jian Li Shang
Xi'an University of Architecture and Technology
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Key Points
Freeze-thaw resistance was enhanced in lightweight aggregate concrete, indicating improved durability.
Concrete strength remained stable across the optimal temperature range, suggesting favorable conditions for use.
Assessment using experimental analysis of different concrete mixtures tested under freeze-thaw scenarios highlights material performance.
These findings support the viability of using phase change materials in low-temperature environments for durable concrete applications.
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Mao et al. (Tue,) studied this question.
synapsesocial.com/papers/69a7619fc6e9836116a2fa9f
https://doi.org/https://doi.org/10.1016/j.conbuildmat.2026.145610