多尺度纤维增强水泥基复合材料力学性能试验

Mechanical property test of a multi-scale fiber reinforced cementitious composites

  • 摘要: 基于水泥基材料多尺度的结构特征及破坏过程,设计了一种由钢纤维、聚乙烯醇(PVA)纤维以及碳酸钙晶须构成的多尺度纤维增强水泥基复合材料(MSFRCC),研究了其抗压强度、抗弯强度、弯曲韧性、多缝开裂形态以及断裂过程等基本力学性能。结果表明:基体材料的强度和韧性均得到了显著提高;MSFRCC在弯曲荷载作用下表现出了硬化行为和多缝开裂模式。扫描电子显微镜和断裂试验结果证实了多尺度纤维在水泥基复合材料破坏过程中发挥了多尺度阻裂作用。研究认为:通过对纤维进行多尺度组合设计,可以显著改善水泥基复合材料的韧性,廉价的碳酸钙晶须可以适量取代钢纤维和PVA纤维。

     

    Abstract: One kind of multi-scale fiber reinforced cementitious composite (MSFRCC), which contains steel fiber, polyvinyl alcohol (PVA) fiber and calcium carbonate whisker, was designed from the perspective of multi-scale structure and fracture process of cementitious materials. Mechanical properties of MSFRCC, such as compressive strength, flexural strength, flexural toughness, multiple cracking patterns and fracture process, were studied. The result indicates that both the strength and toughness are improved. Hardening behavior and multiple cracking patterns are achieved under flexural loading. Multi-scale cracking resistance of multi-scale fiber is confirmed by the results of SEM and fracture test. The result shows that the toughness of cementitious composite can be significantly improved through the multi-scale combination design of fibers. The steel fiber and PVA fiber can be replaced appropriately by relative cheap calcium carbonate whisker through the multi-scale design of fibers.

     

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