Abstract
In the previous papers, the temperature variation in concrete caused by atmospheric temperature variation was explained theoretically, and the volume change and the cracking of a test model was reported. In this paper, the general relationship between atmospheric temperature variation and the shrinkage cracking in concrete structure is reported first. Next, conditions of atmospheric temperature variation as the cause of the shrinkage cracking in concrete was reported. Then, it was found as a result of the caluculation on the concrete used conventionally that the condition was impact temperature variation.
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