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Characterization of steel fiber/cementitious matrix interfaces using a combination of fiber pullout and Moire interferometry techniques.

机译:钢纤维/胶结基质界面的表征,是结合使用了光纤拉出技术和莫尔干涉测量技术。

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摘要

Fiber-reinforced cementitious matrix composites have been developed which provide enhanced toughness compared to the un-reinforced materials. The performance of these materials has been shown to be determined by the properties of the fiber/matrix interface: the interfacial fracture energy Gamma i and the interfacial sliding stress tau. Developing a complete understanding of the fracture behavior of these materials, including measurement of their interfacial properties, remains one of the key obstacles to developing useful, high-toughness cementitious composites.; A modified single fiber pullout test has been designed to study the fracture process of fiber reinforced cementitious materials. The test incorporates a crack-bridging fiber which accurately simulates the matrix cracking, crack deflection, and fiber debonding events which occur during failure of real composite materials. Using a suitable fracture mechanics debonding model, the interfacial fracture energies and sliding stresses have been calculated for composites incorporating steel fibers with cement paste and mortar matrices. Differences between the measured interfacial properties are associated with changes in the interfacial microstructure. Analysis of fiber unloading during debonding showed that the interfacial shear stress decreases with fiber/matrix sliding. Impedance spectroscopy was utilized to monitor the debonding process during the pullout experiment, showing that debonding occurs symmetrically with respect to the matrix crack in crack-bridging fibers.; The modified fiber pullout test was combined with Moire interferometry, allowing the simultaneous measurement of the fiber axial and interfacial shear stresses and the load vs. crack opening behavior. Together, this information provides a complete description of the fiber debonding and pullout process, including the progressive growth of the debond crack and the changes in shear stress along the debonded fiber. This observed debonding behavior is generally consistent with the assumptions of the selected fiber debonding model, with the exception of the observed decrease in shear stress due to fiber/matrix sliding.
机译:已经开发了纤维增强的水泥基复合材料,与未增强的材料相比,该复合材料提供了增强的韧性。这些材料的性能已显示出取决于纤维/基质界面的特性:界面断裂能Gamma i和界面滑动应力tau。对这些材料的断裂行为,包括对其界面性能的测量,有一个全面的了解,仍然是开发有用的高韧性水泥基复合材料的主要障碍之一。设计了改良的单纤维拉拔试验,以研究纤维增强胶凝材料的断裂过程。该测试采用了一种能够精确模拟真实复合材料失效期间发生的基体开裂,裂纹变形和纤维脱粘事件的裂纹桥接纤维。使用合适的断裂力学脱粘模型,已计算出将钢纤维与水泥浆和砂浆基体混合的复合材料的界面断裂能和滑动应力。所测量的界面性质之间的差异与界面微观结构的变化有关。脱粘过程中纤维卸载的分析表明,界面剪切应力随着纤维/基质滑动而减小。阻抗光谱法用于监测拉拔实验过程中的脱胶过程,结果表明,相对于裂纹桥接纤维中的基体裂纹而言,脱胶是对称发生的。修改后的光纤拉拔测试与莫尔干涉测量法相结合,可以同时测量光纤的轴向和界面剪切应力以及载荷与开裂行为。这些信息共同提供了纤维脱粘和拔出过程的完整描述,包括脱粘裂纹的逐渐增长以及沿脱粘纤维的剪切应力的变化。除了观察到的由于纤维/基体滑动引起的剪切应力降低之外,这种观察到的剥离行为通常与所选纤维剥离模型的假设一致。

著录项

  • 作者

    Easley, Thomas C.;

  • 作者单位

    Northwestern University.;

  • 授予单位 Northwestern University.;
  • 学科 Engineering Civil.; Engineering Materials Science.
  • 学位 Ph.D.
  • 年度 2000
  • 页码 142 p.
  • 总页数 142
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;工程材料学;
  • 关键词

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