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- W2332337357 abstract "The frost damage is mainly caused by freeze of pore water. In a hardened concrete suffering from freeze-thaw action, volume expansion as a result of ice formation and frost shrinkage due to the movement of unfrozen water caused by the ice-lense mechanism are generally observed. Although mechanisms of frost damage have been investigated by many researchers, little discussion has been made on the numerical model to predict freeze-induced strain behavior of concrete. In this paper, a mathematical model was presented to predict behavior based on the thermodynamic theory. Then the theoretical prediction by means of the model was compared with the experimental results and a good agreement was obtained for mortar specimens of different water-cement ratios and sand-cement ratios." @default.
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- W2332337357 date "2003-01-01" @default.
- W2332337357 modified "2023-09-25" @default.
- W2332337357 title "Mathematical Model to Predict Freezing-Induced Strain Behavior of Concrete Considering Micro-Mechanism" @default.
- W2332337357 doi "https://doi.org/10.3151/crt1990.14.3_33" @default.
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