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首页> 外文期刊>Construction and Building Materials >A novel Self-Compacting Ultra-High Performance Fibre Reinforced Concrete (SCUHPFRC) derived from compounded high-active powders
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A novel Self-Compacting Ultra-High Performance Fibre Reinforced Concrete (SCUHPFRC) derived from compounded high-active powders

机译:复合高活性粉末衍生的新型自密实超高性能纤维混凝土(SCUHPFRC)

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摘要

This study addresses a novel Self-Compacting Ultra-High Performance Fibre Reinforced Concrete (SCUHPFRC) derived from compounded high-active powders, including experimental study and mechanism analysis. The SCHUPFRC skeleton is designed based on particle densely packing model, and different proportions of silica fume (SF) and metakaolin (MK) are employed to generate compounded high-active powders. Then, the fresh and hardened behaviors of the developed concrete are evaluated and analyzed. The obtained results show that a UHPFRC with self-compacting ability can be produced based on optimized application of powder materials and particle packing model. Moreover, the effect of hybrid use of SF and MK on UHPFRC properties can be attributed to physical and chemical influences. On the one hand, the utilized MK is more efficient than SF in promoting the hydration kinetics of UHPFRC cementitious system. On the other hand, excess amount of MK can enhance the shrinkage and viscosity of UHPFRC mixture, which result in that its microstructure development may be disturbed by shrinkage caused micro-cracks and trapped bubbles. Hence, to develop a SCUHPFRC with advanced properties, the use of appropriate compounded high-active powders is a crucial factor. (C) 2017 Elsevier Ltd. All rights reserved.
机译:这项研究针对一种由复合高活性粉末衍生而来的新型自密实超高性能纤维增强混凝土(SCUHPFRC),包括实验研究和机理分析。基于颗粒密堆积模型设计了SCHUPFRC骨架,并采用不同比例的硅粉(SF)和偏高岭土(MK)来制备复合高活性粉末。然后,评估和分析已开发混凝土的新鲜和硬化性能。所得结果表明,基于粉末材料的优化应用和颗粒堆积模型,可以制备具有自压缩能力的UHPFRC。此外,SF和MK混合使用对UHPFRC性能的影响可以归因于物理和化学影响。一方面,所利用的MK在促进UHPFRC胶结​​体系水化动力学方面比SF更有效。另一方面,过量的MK会增加UHPFRC混合物的收缩率和粘度,从而导致其微结构的发展可能会因收缩引起的微裂纹和夹带气泡而受到干扰。因此,要开发具有先进性能的SCUHPFRC,使用合适的复合高活性粉末是至关重要的因素。 (C)2017 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2018年第15期|883-893|共11页
  • 作者单位

    Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China|Wuhan Univ Technol, Sch Mat Sci & Engn, Wuhan 430070, Hubei, Peoples R China;

    Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China;

    Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China|Wuhan Univ Technol, Sch Mat Sci & Engn, Wuhan 430070, Hubei, Peoples R China;

    Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China|Wuhan Univ Technol, Sch Mat Sci & Engn, Wuhan 430070, Hubei, Peoples R China;

    Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Self-Compacting Ultra-High Performance Fibre Reinforced Concrete (SCUHPFRC); Compounded high-active powders; Hydration kinetics; Microstructure development; Crucial factor;

    机译:自密实超高性能纤维混凝土(SCUHPFRC);复合高活性粉末;水合动力学;微观结构发展;关键因素;

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