Dynamic Behavior and Damage Mechanisms of Concrete Subjected to Freeze–Thaw Cycles
To explore how the water–cement ratio affects the mechanical behavior of concrete subjected to freeze–thaw cycles, four sets of concrete samples with water–cement ratios of 0.41, 0.44, 0.47, and 0.50 were prepared for laboratory analysis. These samples underwent varying numbers of freeze–thaw cycles...
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| Главные авторы: | , , , , |
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| Формат: | Статья |
| Язык: | английский |
| Опубликовано: |
MDPI AG
2025-06-01
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| Серии: | Buildings |
| Предметы: | |
| Online-ссылка: | https://www.mdpi.com/2075-5309/15/12/2009 |
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