Effects of transition zone densification on fiber/cement paste bond strength improvement

Yin-Wen Chan, Victor C. Li
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引用次数: 79

Abstract

This paper investigates the effectiveness of transition zone densification on the fiber-cement paste system. By controlling the water: cement (w:c) ratio and the condensed silica fume content, environmental scanning electron microscopy studies confirm that transition zone densification can be achieved in all brass, steel, and polyethylene fiber-cement systems. However, single fiber pullout tests indicate that densification only enhances the brass-cement paste interface bond strength and not the other systems. Further microscopy investigation of the surface of fibers peeled off from a composite fracture surface and of the groove left by the fiber on the cement paste suggests that bond failure for the brass-cement system is of a cohesive type, whereas bond failure for the other two systems is of an adhesive type. It is concluded that the transition zone densification technique should be effective in fiber-cement systems in which bond strength is controlled by cohesive failure of the transition zone material.

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过渡区致密化对纤维/水泥浆体粘结强度提高的影响
研究了过渡区密实对纤维-水泥浆体体系的影响。通过控制水灰(w:c)比和浓缩硅灰含量,环境扫描电子显微镜研究证实,过渡区致密化可以在所有黄铜,钢和聚乙烯纤维水泥系统中实现。然而,单纤维拉拔试验表明,致密化只提高了黄铜-水泥浆体的界面结合强度,而其他体系则没有。对复合断裂表面剥离的纤维表面和纤维在水泥浆料上留下的沟槽的进一步显微镜观察表明,黄铜-水泥体系的粘结破坏是内聚型的,而其他两种体系的粘结破坏是粘结型的。结果表明,过渡区致密化技术在纤维-水泥体系中是有效的,该体系的粘结强度由过渡区材料的内聚破坏控制。
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