绞线型钢纤维与PVA纤维增强水泥基复合材料黏结性能试验

Experimental study on the bonding performance of twisted steel fiber and PVA fiber reinforced cement-based composites

  • 摘要: 纤维增强水泥基复合材料中纤维与基体间的黏结对其宏观力学性能有着显著影响。绞线型钢纤维因其独特的表面特征具有纤维黏结增强的潜力,为了探究绞线型钢纤维在聚乙烯醇纤维增强水泥基复合材料(PVA-ECC)中的黏结性能,考虑钢纤维类型、钢纤维长径比、基体水胶比及PVA纤维掺量等因素影响,对设计制作的30组“狗骨形”试件进行单根钢纤维拉拔试验。结果表明:绞线型钢纤维在基体中的黏结强度是同等条件下钩端/直端钢纤维的2.06/4.80倍;增大绞线型钢纤维直径、降低基体水胶比以及增加PVA纤维掺量(小于2%)均能显著改善绞线型钢纤维在基体中的黏结性能。此外,对绞线型钢纤维/PVA混掺ECC进行了宏观力学性能试验,验证了该新型混掺纤维增强水泥基复合材料在强度和韧性方面的优异性能。

     

    Abstract: The bond performance between fibers and the matrix in fiber-reinforced cement-based composites has a significant impact on their macroscopic mechanical properties. Twisted steel fibers, due to their unique surface characteristics, have the potential to enhance fiber-matrix bonding. To investigate the bonding performance of twisted steel fibers in polyvinyl alcohol fiber-reinforced cement-based composites (PVA-ECC), single fiber pull-out tests were conducted on 30 designed dog-bone-shaped specimens, considering factors such as fiber type, steel fiber aspect ratio, matrix water-binder ratio, and PVA fiber content. The results indicate that the bond strength of twisted steel fibers in the matrix is 2.06 times and 4.80 times that of hooked-end and straight steel fibers under the same conditions, respectively. Increasing the diameter of twisted steel fibers, reducing the matrix water-binder ratio, and increasing the PVA fiber content (up to 2%) significantly improve the bonding performance of twisted steel fibers in the matrix. Additionally, macroscopic mechanical performance tests on the hybrid twisted steel fiber/PVA-ECC demonstrate the superior strength and toughness of this novel fiber-reinforced cement-based composite.

     

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