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Use of silica fume and recycled steel fibers in self-compacting concrete (SCC)

机译:硅粉和再生钢纤维在自密实混凝土(SCC)中的用途

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摘要

This paper aims to investigate the effects of replacing cement with silica fume in the reinforced self compacting concrete with recycled steel fiber and study its mechanical properties and impact resistance. To characterize mechanical properties and impact resistance, 144 specimens with different fiber volume fractions of 0.25%, 0.5%, and 0.75% were experimentally tested. Mechanical properties of specimens were characterized with regard of compressive, splitting tensile, and flexural strengths. Concerning the obtained large experimental database, an analytical analysis was performed by using regression analysis to investigate the correlate between the impact and mechanical properties of self-compacting concrete reinforced with recycled steel fibers. In addition, the correlation between the mechanical properties of specimens and the content of the replaced cement with silica fume was also examined.
机译:本文旨在研究用硅粉代替水泥对再生钢纤维增强自密实混凝土的影响,并研究其机械性能和抗冲击性。为了表征机械性能和抗冲击性,通过实验测试了144个具有不同的纤维体积分数为0.25%,0.5%和0.75%的样品。试样的机械性能根据抗压强度,劈裂抗张强度和抗弯强度进行表征。对于获得的大型实验数据库,通过回归分析进行了分析,以研究再生钢纤维增强的自密实混凝土的冲击性能与力学性能之间的相关性。此外,还检查了试样的机械性能与硅粉替代水泥含量之间的相关性。

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