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Development of high performance fiber-reinforced cement composites using twisted polygonal steel fibers.

机译:使用扭曲的多角钢纤维开发高性能的纤维增强水泥复合材料。

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摘要

The ultimate goal of this research is to develop high performance fiber reinforced cement composites (HPFRCCs) using a new type of deformed steel fibers with an optimized geometry, identified as twisted polygonal steel fibers or Torex fibers. The research is divided into three parts: evaluating the components of bond in Torex fibers, optimizing the composite response of cement composites reinforced with Torex fibers, and modeling the pullout load versus slip response of Torex fibers. The parameters investigated in the first part include the fiber geometry, embedded length, fiber strength, matrix strength, interfacial properties, and fiber inclination. When the proper combination of these parameters is used, Torex fibers exhibit a pseudo-plastic pullout load versus slip behavior, that is a high pullout load is maintained almost constant up to complete pullout.; In the second part, cement composites reinforced with Torex fibers are investigated experimentally in tension and bending. Test parameters include fiber volume fraction, L/de ratio and matrix compressive strength. The use of Torex fibers led to quasi-strain hardening and multiple cracking behavior, and induced a significantly higher strength and ductility in tension and bending than that of commercial steel fibers. The concept of hybridization with micro and macro fibers was also explored in this part of the study to further improve composite performance. Hybrid fiber reinforced composites presented improvement not only in tension and bending but in higher ductility and energy absorption capacity.; A micromechanical model is developed in the third part to predict the pullout load versus slip response of Torex fibers embedded in a cement matrix. The total pullout load comprises two main components of bond: frictional bond (adhesion if any), and mechanical bond. However, both components of bond are modeled using the Coulomb's friction law, because mechanical bond is based on the concept of untwisting (thus sliding) torque distribution along the fiber developed during pullout. An extensive parametric analysis is carried out to better understand and optimize the components of bond in Torex fibers. Model predictions showed good agreement with the experimental data.; In summary, this research contributes to the development of HPFRCCs with improved performance.
机译:这项研究的最终目标是使用一种新型的变形钢纤维来开发高性能纤维增强水泥复合材料(HPFRCC),这种钢纤维具有优化的几何形状,被识别为扭曲的多边形钢纤维或Torex纤维。研究分为三个部分:评估Torex纤维中粘结的成分,优化用Torex纤维增强的水泥复合材料的复合响应,以及模拟Torex纤维的拉拔载荷与滑移响应。在第一部分中研究的参数包括纤维几何形状,包埋长度,纤维强度,基体强度,界面性质和纤维倾角。当使用这些参数的适当组合时,Torex纤维表现出的假塑性拔出载荷与滑移性能之间的关系,即高拔出载荷几乎保持恒定,直至完全拔出。在第二部分中,对用Torex纤维增强的水泥复合材料的拉伸和弯曲进行了实验研究。测试参数包括纤维体积分数,L / d e 比和基体抗压强度。与商业钢纤维相比,Torex纤维的使用导致准应变硬化和多次开裂行为,并在拉伸和弯曲方面引起明显更高的强度和延展性。在本部分研究中,还探讨了与微纤维和大纤维杂交的概念,以进一步提高复合材料的性能。杂化纤维增强复合材料不仅在拉伸和弯曲方面都有改进,而且在延展性和能量吸收能力方面也有所提高。在第三部分中建立了微机械模型,以预测嵌在水泥基体中的Torex纤维的拉拔载荷与滑动响应。总拔出载荷包括粘结的两个主要成分:摩擦粘结(如果有粘结的话)和机械粘结。但是,粘合的两个分量都使用库仑摩擦定律进行建模,因为机械粘合是基于在拉拔过程中沿纤维的解扭(因此是滑动)扭矩分布的概念。进行了广泛的参数分析,以更好地理解和优化Torex纤维中的粘合成分。模型预测表明与实验数据吻合良好。总而言之,这项研究有助于开发高性能的HPFRCC。

著录项

  • 作者

    Sujivorakul, Chuchai.;

  • 作者单位

    University of Michigan.;

  • 授予单位 University of Michigan.;
  • 学科 Engineering Civil.; Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 330 p.
  • 总页数 330
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;机械、仪表工业;
  • 关键词

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