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Analysis and Prediction Model Reinforced UHPC Shrinkage Property
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作者 Shuwen Deng Zhiming Huang +1 位作者 Hao Chen Jia Hu 《Journal of Architectural Research and Development》 2024年第2期99-107,共9页
This paper explores the shrinkage of reinforced UHPC under high-temperature steam curing and natural curing conditions.The results are compared with the existing shrinkage prediction models.The results show that the m... This paper explores the shrinkage of reinforced UHPC under high-temperature steam curing and natural curing conditions.The results are compared with the existing shrinkage prediction models.The results show that the maximum shrinkage strain of reinforced UHPC after steam curing is 164μεand gradually becomes zero.As for natural curing,the maximum shrinkage strain is 173μεand the value stabilizes on the 10th day after pouring.This indicated that steam curing can significantly reduce shrinkage time.Compared with the plain UHPC tested in the previous literature,the structural reinforcement can significantly inhibit the UHPC shrinkage and greatly reduce the risk of cracking due to shrinkage.By comparing the results in this paper with the existing models for predicting the shrinkage strain development,it is found that the formula recommended in the French UHPC structural and technical specification is suitable for the shrinkage curve in the present paper. 展开更多
关键词 Ultra-high performance concrete(UHPC) UHPC shrinkage Reinforced UHPC slab shrinkage prediction
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