钢纤维超高强混凝土的力学性能试验

    Experimental Research on the Mechanical Properties of SFRVHC

    • 摘要: 为了配制出强度高、韧性好、抗冲击性能良好的超高强混凝土,对钢纤维掺入体积率(Vf)为0~3%、基体强度为110 MPa以上的钢纤维超高强混凝土(SFRVHSC)进行立方体抗压、轴向抗压、劈裂抗拉、抗折强度和弹性模量等性能的测试,并对钢纤维超高强混凝土弯曲韧性进行了试验研究.结果表明,SFRVHSC抗压强度随Vf(0~3%)的增加有一定的增长,弹性模量随着材料抗压强度的提高略有增加;钢纤维对SFRVHSC的劈裂抗拉、抗折强度有显著的增强作用.SFRVHSC表现出优异的韧性,弯曲韧性指数I5I10I20分别达基体混凝土的4.71~5.15、9.47~11.23、19.02~24.06倍.SFRVHSC梁的荷载-位移曲线与坐标轴包含的面积也明显增加.

       

      Abstract: In order to make up very high strength concrete with high-toughness and good performance of shock resistance,the mechanical performance of SFRVHSC was studied,whose steel fiber volume fraction varied from 0 to 3% and plain concrete strength was over 110 MPa.The research work involved the test of mechanical properties such as compressive strength,splitting tensile strength,axial compressive strength,static elastic modulus,bending strength and flexural toughness.The results indicate that,(1) Along with the volume fraction of steel fiber increasing, the compressive strength of cubic specimens rises,and the static elastic modulus increase slightly.(2) The splitting tensile strength and the bending strength increases remarkably.Compared with the plain concrete,SFRVHSC has a good performance on toughness,whose flexural toughness index I5,I10,I30 increase 4.71~5.15,9.47~11.23,19.02~24.06 times,respectively.The area enclosed by load-displacement curve of SFRVHSC beams and axis increases remarkably.

       

    /

    返回文章
    返回