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Effect of multi-walled carbon nanotubes on characteristics of cement paste.

机译:多壁碳纳米管对水泥浆特性的影响。

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摘要

Cement has been used as the major construction material for many years in the field of civil engineering. Although cement concrete is known to have high compressive strength, researchers are working on developing even higher strength higher durability concretes, e.g., high performance concrete. Since its development by Iijima in 1991, carbon nanotubes (CNT) have been identified as a noble material in different disciplines like aircraft, sports and other industries. Since, structural integrity has been a key issue in case of civil engineering construction too, it is envisaged that these CNT can actually be an ideal reinforcing agent for cement concrete and other construction materials. With this vision, experimental techniques were designed to mix CNT with cement and test the composites thus prepared.;The major objective of this research was to study different aspects like mechanical behavior, durability against weathering, nano-scale bonding of cement-CNT composites, and effect of CNT on cement setting process. In this research, a control mix along with several CNT-cement composites with different CNT loading were prepared after dispersing CNT by sonication and mixing with just water and cement.;The control mix and cement-CNT composites were tested for 'compressive, splitting tensile and flexural strengths' to investigate mechanical behavior. Similarly, 'rapid freezing and thawing test' was done to check their durability against weathering along with 'scanning electron microscopy' and 'transmission electron microscopy' tests to find out nano-scale bonding of cement-CNT composites. Furthermore, 'A-scan ultrasonic test' was done to figure out the effect of CNT on the cement setting process.;From mechanical strength tests, the performance of cement-CNT composites with 0.5% CNT content was found to be better than that of the control mix. Above 0.5% CNT content, the strengths went down and at a CNT content of 1%; the strengths were much lower than that of the control mix. Cement-CNT composites were found to be inferior to the control mix as far as performance during rapid freezing and thawing test was concerned. The chemical bonding between complex cement compounds and CNT was not identified. However, the physical anchoring of cement compounds with CNT was seen. Moreover, from ultrasonic test, presence of CNT seemed to hinder the cement setting process.;In summary, results of this study indicate that if the bonding property of carbon nanotubes with cement could be enhanced and a suitable technique to disperse nanotubes uniformly is adopted, this may provide opportunities to get more promising results.
机译:在土木工程领域,水泥已被用作主要的建筑材料多年。尽管已知水泥混凝土具有高抗压强度,但是研究人员正在开发甚至更高强度,更高耐久性的混凝土,例如高性能混凝土。自饭岛(Iijima)于1991年开发以来,碳纳米管(CNT)在飞机,体育和其他行业等不同学科中已被确定为贵金属。由于结构完整性也是土木工程施工中的关键问题,因此可以设想这些CNT实际上可以是水泥混凝土和其他建筑材料的理想增强剂。以此为愿景,设计了将碳纳米管与水泥混合并测试由此制备的复合材料的实验技术。这项研究的主要目的是研究不同方面,例如机械性能,耐候性,水泥-碳纳米管复合材料的纳米级粘结,碳纳米管对水泥固化过程的影响在这项研究中,通过超声处理分散CNT并仅与水和水泥混合后,制备了控制混合物以及几种具有不同CNT负载量的CNT-水泥复合材料;测试了控制混合物和水泥-CNT复合材料的'压缩,劈裂拉伸强度和抗弯强度来研究机械性能。类似地,进行了“快速冷冻和解冻测试”以检查其耐候性,同时进行“扫描电子显微镜”和“透射电子显微镜”测试以发现水泥-CNT复合材料的纳米级粘结。此外,还进行了“ A扫描超声测试”以了解碳纳米管对水泥固化过程的影响。通过机械强度测试,发现碳纳米管含量为0.5%的水泥-碳纳米管复合材料的性能优于碳纳米管。控制组合。 CNT含量超过0.5%时,强度下降,且CNT含量为1%。强度远低于对照混合物。就快速冷冻和融化测试的性能而言,发现水泥-CNT复合材料比对照混合物差。未确定复合水泥化合物与CNT之间的化学键。但是,可以看到水泥化合物与CNT的物理锚固。此外,从超声测试来看,碳纳米管的存在似乎阻碍了水泥的固结过程。综上所述,本研究结果表明,如果可以增强碳纳米管与水泥的粘结性能,并采用合适的技术将碳纳米管均匀分散,这可能会提供获得更多希望的结果的机会。

著录项

  • 作者

    Malla, Sunil.;

  • 作者单位

    Southern Illinois University at Carbondale.;

  • 授予单位 Southern Illinois University at Carbondale.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2008
  • 页码 112 p.
  • 总页数 112
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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