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Wood pulp microfibers in cement-based composites: Improving fiber distribution and characterizing composite behavior.

机译:水泥基复合材料中的木浆微纤维:改善纤维分布并表征复合材料的行为。

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摘要

As an alternative to more expensive steel, glass, and synthetic polymer fibers, wood fibers are well-suited for reinforcing cement-based products due to their high strength-to-cost ratio, availability, renewability and recyclability, and non-hazardous nature. The goals of this study were: (1) to improve fiber distribution, (2) to assess how different wood pulp microfibers influence the behavior of cement-based composites, and (3) to develop a practical method for characterizing the toughness of cement-based composites measured in flexure. Toward the first objective, a method involving mechanically and chemically tailoring the fiber surface was developed to improve pulp fiber dispersion in cement-based matrices. By overcoming common problems with fiber clumping, the development of this low-cost method for improving dispersion should broaden the use of pulp fibers in cement-based composites. Assessment of the effect of pulp fiber reinforcement made through measurements of compressive strength, toughness in compression, stiffness, flexural strength and toughness, and free and restrained shrinkage showed that the use of wood fibers in cement-based composites significantly improved the toughness in both flexure and compression without having a great detrimental effect on the strength or shrinkage. Also, reinforcement with longer softwood fibers, as compared to shorter hardwood fibers, was found to produce larger increases in toughness. Finally, a new simple and practical method that uses a new set of parameters to characterize toughness in flexure has been proposed.
机译:木纤维可以替代水泥,木纤维和合成纤维,但由于强度/成本比高,可获得性,可再生性和可回收性高且无害,因此非常适合用于增强水泥基产品。这项研究的目标是:(1)改善纤维分布,(2)评估不同的木浆微纤维如何影响水泥基复合材料的性能,以及(3)开发表征水泥韧性的实用方法,基材料的挠曲度。为了实现第一个目标,开发了一种通过机械和化学方法对纤维表面进行修整的方法,以改善纸浆纤维在水泥基基质中的分散性。通过克服纤维结块的常见问题,这种改善分散性的低成本方法的开发应拓宽纸浆纤维在水泥基复合材料中的使用。通过测量抗压强度,抗压强度,刚度,抗弯强度和韧性以及自由收缩收缩率来评估纸浆纤维增强效果,结果表明,在水泥基复合材料中使用木纤维可显着提高两种挠曲性的韧性和压缩,而不会对强度或收缩产生很大的不利影响。同样,与较短的硬木纤维相比,使用较长的软木纤维进行增强可增加韧性。最后,提出了一种新的简单实用的方法,该方法使用一组新参数来表征弯曲韧性。

著录项

  • 作者

    El-Ashkar, Nabil Hassan.;

  • 作者单位

    Georgia Institute of Technology.;

  • 授予单位 Georgia Institute of Technology.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 344 p.
  • 总页数 344
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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