纤维素纤维及混杂纤维混凝土的抗弯冲击性能

    Flexural Impact Behavior of Cellulose and Hybrid Fibers Reinforced Concrete Beams

    • 摘要: 为了研究不同纤维对混凝土冲击性能的影响,对天然纤维素纤维、钢纤维及混杂纤维混凝土的抗弯冲击性能进行了系统的试验研究;采用数理统计方法对其初裂冲击次数及破坏冲击次数进行了分析.试验结果表明:纤维素纤维对改善混凝土的初裂冲击性能效果显著,而钢纤维对改善带裂缝混凝土结构的冲击性能效果良好.纤维素纤维掺量为1.2kg/m3时,纤维混凝土的初裂冲击次数与钢纤维掺量为64kg/m3时相当,比素混凝土提高了2.4倍;掺量为78 kg/m3的钢纤维和掺量为1.0 kg/m3的纤维素纤维混掺时,混掺纤维混凝土的破坏冲击次数是素混凝土的8.1倍.纤维素纤维与钢纤维混杂使用时,可充分发挥各种纤维的优势,显著改善混凝土的抗弯冲击性能。

       

      Abstract: In order to research the firer type effect on the impact behavior, the flexural impact performance of concrete reinforced with natural cellulose (Buckeye Ultra-Fiber 500 ), steel fibers and hybrid fibers were investigated systematically. The initial-crack impact life, the failure impact life and impact ductility are analyzed with statistic analysis method. The experimental results indicate that cellulose fibers can highly improve the initial-crack impact performance and steel fibers can remarkably improve the failure impact performance. When the cellulose fiber content is 1.2 kg/m3, the initial-crack impact life of cellulose fiber reinforced concrete is 2.4 times higher than that of plain concrete, and is similar to that of concrete reinforced with steel fibers of 64 kg/m3. When the reinforced concrete with steel fibers of 78 kg/m3 mix with cellulose fibers of 1.0 kg/m3, the failure impact life is 8.1 times higher than that of plain concrete. Reinforced concrete with cellulose and steel hybrid fibers can remarkably improve the flexural impact performance and can fully have the advantages of the two fibers.

       

    /

    返回文章
    返回