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首页> 外文期刊>Construction and Building Materials >Roles of carbon nanotubes in reinforcing the interfacial transition zone and impermeability of concrete under different water-to-cement ratios
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Roles of carbon nanotubes in reinforcing the interfacial transition zone and impermeability of concrete under different water-to-cement ratios

机译:碳纳米管在不同水 - 水泥比下加固混凝土界面过渡区和渗透率的作用

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摘要

Concrete plays a central role in fundamental construction and engineering. However, the interfacial transition zone (ITZ), as the area between the aggregates and cementitious pastes, is the weakest component in concrete and always limits the properties and application of the concrete. Here, we reveal the potential of carbon nanotubes (CNTs) as superior additives for reinforcing the ITZ in concrete and the corresponding impermeability enhancement against various of water-to-cement (W/C) ratios. The results suggest that CNTs not only promote higher hydration reaction and generate more hydrated products to dense ITZ area, but also form net-like distributions to inhibit flaws propagation at the microscale. Compared with the plain concrete specimens, the addition CNTs micrified the ITZ width by 14.3-30% and reduced the abrasion crack width by 19.5-35%. The reinforcing effects of CNTs on ITZ characteristics are consistent with Gauss fitting and achieve the highest enhancement at 0.4 W/C ratio. The corresponding impermeability properties of concrete present a linear correlation with both ITZ width and abrasion crack width, which can be strengthened by approximately 10.9%-35.8% assisted by CNTs. Furthermore, selecting the appropriate W/C ratios is the key to make full use of CNTs roles in strengthening the ITZ of concrete. High W/C ratios may lead to the re-agglomeration of CNTs and low W/C ratios would promote CNTs to act as pulled-out roles and weaken their ability to inhibit flaws propagation. (C) 2020 Elsevier Ltd. All rights reserved.
机译:混凝土在基本建设和工程中起着核心作用。然而,作为聚集体和水泥浆料之间的区域的界面过渡区(ITZ)是混凝土中最弱的部件,并且始终限制了混凝土的性质和应用。在这里,我们揭示了碳纳米管(CNT)作为优异添加剂的潜力,用于加强混凝土中的ITZ和对各种水 - 水泥(W / C)比率的相应不渗透性增强。结果表明,CNT不仅促进更高的水化反应并产生更多的水合产物至致密的ITZ区域,而且还形成网状分布,以抑制微米抑制缺陷繁殖。与普通混凝土试样相比,加成CNTS将ITZ宽度微型14.3-30%,并将磨损裂纹宽度降低19.5-35%。 CNT对ITZ特性的增强效果与高斯配件一致,达到0.4W / C比的最高增强。混凝土的相应渗透性具有与ITZ宽度和磨损裂纹宽度的线性相关性,可以通过CNT辅助的约10.9%-35.8%加强。此外,选择适当的w / c比率是充分利用CNT作用在加强混凝土的ITZ方面的关键。高W / C比率可能导致CNT的重聚,低W / C比率将促使CNT促进作为拉出的作用并削弱其抑制缺陷繁殖能力。 (c)2020 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2021年第22期|121664.1-121664.12|共12页
  • 作者单位

    China Univ Min & Technol State Key Lab Geomech & Deep Underground Engn Xuzhou Jiangsu Peoples R China|Monash Univ Dept Civil Engn Clayton Vic 3800 Australia;

    China Univ Min & Technol State Key Lab Geomech & Deep Underground Engn Xuzhou Jiangsu Peoples R China;

    China Univ Min & Technol State Key Lab Geomech & Deep Underground Engn Xuzhou Jiangsu Peoples R China;

    China Univ Min & Technol State Key Lab Geomech & Deep Underground Engn Xuzhou Jiangsu Peoples R China;

    China Univ Min & Technol State Key Lab Geomech & Deep Underground Engn Xuzhou Jiangsu Peoples R China;

    China Univ Min & Technol State Key Lab Geomech & Deep Underground Engn Xuzhou Jiangsu 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

    Carbon nanotubes; Interfacial transition zone; Permeability-related properties; Concrete; Water-to-cement ratio;

    机译:碳纳米管;界面过渡带;渗透性相关性;混凝土;水 - 水泥比;
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