Characterizations of autogenous and drying shrinkage of ultra-high performance concrete (UHPC): An experimental study
By T. Xie, C. Fang, M. M. Ali, P. Visintin. Cement & Concrete Composites, 2018
262 citations recorded by the source corpus.
Abstract Due to the high content of binder and low water to cement ratio, ultra-high performance concrete (UHPC), exhibits higher levels of autogenous shrinkage compared to ordinary concrete. This shrinkage has been shown to lead to a reduction in strength over time as a result of the formation of thermal and shrinkage cracks. Aiming to mitigate the negative impacts associated with shrinkage, the efficacy of three different techniques to reduce the impact of shrinkage are investigated, namely: reducing the binder content; incorporating high levels of shrinkage reducing admixture; and using crushed ice to partially replace mixing water. The effects of these techniques are experimentally investigated and the underlying mechanisms of the actions are characterized. It is found that autogenous shrinkage predominates the overall shrinkage of UHPC and that the three techniques can effectively reduce shrinkage without significantly compromising its mechanical strength. The results also suggest, that from the perspective of reducing shrinkage: the optimal binder-to-sand ratio is in the range of 1–1.1; the optimal dosage rate of shrinkage reducing admixture is 1%; and replacing of mixing water by crushed ice up to 50% by weight has also induced a significant reduction in shrinkage.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/77724842c226e74d557431b9faeced8b2e523759
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In Civil and Structural Engineering
Citations in the corpus
- An overview of microstructural and material properties of ultra-high-performance concrete (2019, methodology): “Hence, these shrinkage in UHPC can be effectively reduced by incorporating coarse aggregates and lower content of steel fibers, using FA and GGBFS instead of silica fume, maintaining appropriate water–binder ratio and providing heat curing to the concrete matrix [61,164,165,169,170].”