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Properties of poly(vinyl alcohol) fiber reinforced high-performance organic aggregate concrete.

机译:聚乙烯醇纤维增强高性能有机骨料混凝土的性能。

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摘要

Poly(vinyl butyral) (PVB) has many special engineering aggregate properties such as super lightweight, physical toughness, adhesion to a variety of surfaces and energy-absorbing characteristics. Poly(vinyl alcohol) (PVA) fiber has some very attractive characteristics, such as good bonding to cementitious matrix, high strength, high modulus and low gravity. Previous studies show that PVB and PVA contain hydroxyl groups which have the potential to form hydrogen bonds between molecules or within different parts of a single molecule. This special feature provides remarkable changes in the surface bond strength, not only between the aggregate and the matrix, but also between the fiber reinforcement and the matrix and aggregates. This study focuses on the development of a lightweight high-performance cementitious composite material which is reinforced with Poly(vinyl alcohol) (PVA) fiber and contains Poly(vinyl butyral) (PVB) as the sole aggregate. Static mechanical properties such as compressive and flexural strengths are investigated. Special properties such as fracture toughness and impact resistance are also evaluated. PVB composite produces low average density but high compressive strength. The addition of PVA fiber improves flexural ductility, fracture toughness, and impact resistance with fiber volume fractions. In general, the increase in fracture toughness was found to be linear with increasing fiber volume fraction, whereas the increase associated with the impact resistance was non-linear. Comparisons are made with a lightweight concrete having equal density, and a normal-weight concrete. Two models based on fiber bridging mechanics and the rule of mixtures are developed to characterize fracture toughness and impact resistance respectively. Good correlations are obtained for the materials tested when experimental results are compared to those predicted by the developed model.
机译:聚乙烯醇缩丁醛(PVB)具有许多特殊的工程骨料性能,例如超轻量,物理韧性,对各种表面的附着力和能量吸收特性。聚乙烯醇(PVA)纤维具有一些非常吸引人的特性,例如与水泥基的良好粘结,高强度,高模量和低重力。先前的研究表明,PVB和PVA含有羟基,它们有可能在分子之间或单个分子的不同部分内形成氢键。这一特殊功能不仅在集料和基体之间,而且在纤维增强材料与基体和集料之间,都使表面粘结强度发生了显着变化。这项研究的重点是开发一种轻质高性能水泥复合材料,该材料用聚乙烯醇(PVA)纤维增强,并含有聚乙烯醇缩丁醛(PVB)作为唯一的骨料。研究了静态机械性能,例如抗压强度和抗弯强度。还评估了诸如断裂韧性和抗冲击性的特殊性能。 PVB复合材料的平均密度低,但抗压强度高。 PVA纤维的添加提高了纤维体积分数的挠曲延展性,断裂韧性和抗冲击性。通常,发现断裂韧性的增加与纤维体积分数的增加呈线性关系,而与抗冲击性相关的增加呈非线性关系。比较具有相同密度的轻质混凝土和普通重量混凝土。建立了两种基于纤维桥接力学和混合规则的模型,分别表征断裂韧性和抗冲击性。将实验结果与开发模型预测的结果进行比较时,所测试的材料具有良好的相关性。

著录项

  • 作者

    Xu, Bo.;

  • 作者单位

    The University of Alabama in Huntsville.;

  • 授予单位 The University of Alabama in Huntsville.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2009
  • 页码 181 p.
  • 总页数 181
  • 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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