Study on the Bending Fatigue Properties of Roller Compacted Concrete Mixed with Recycled Aggregates.
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An equation for the S-N curve is proposed from the test data obtained in the present study. This equation was determined from the rerationship between the applied stress S and the failure stress repetition numbers N, which are assumed to be disributed in a logalithmic normal function. The equation provides rather lower strength compared with the equations for pavement concrete and RCC.Relationships of life probability P and the S-N curve were determined based on the McCall and Weibull distributions, where life probability of fatigue strength at 2 million repetitions was determined. From these results the applicability of the recycled aggregate to the RCC is also investigated.
- 公益社団法人 土木学会の論文
公益社団法人 土木学会 | 論文
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