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不同长径比聚乙烯醇(PVA)/高延性纤维增强水泥基复合材料(ECC)动态压缩性能

刘泽军 赵柳 李艳 褚颜贵

刘泽军, 赵柳, 李艳, 等. 不同长径比聚乙烯醇(PVA)/高延性纤维增强水泥基复合材料(ECC)动态压缩性能[J]. 复合材料学报, 2023, 40(12): 6859-6870. doi: 10.13801/j.cnki.fhclxb.20230411.002
引用本文: 刘泽军, 赵柳, 李艳, 等. 不同长径比聚乙烯醇(PVA)/高延性纤维增强水泥基复合材料(ECC)动态压缩性能[J]. 复合材料学报, 2023, 40(12): 6859-6870. doi: 10.13801/j.cnki.fhclxb.20230411.002
LIU Zejun, ZHAO Liu, LI Yan, et al. Dynamic compression property of polyvinyl alcohol (PVA)/engineered fiber reinforced cementitious composite (ECC) with different length-diameter ratios[J]. Acta Materiae Compositae Sinica, 2023, 40(12): 6859-6870. doi: 10.13801/j.cnki.fhclxb.20230411.002
Citation: LIU Zejun, ZHAO Liu, LI Yan, et al. Dynamic compression property of polyvinyl alcohol (PVA)/engineered fiber reinforced cementitious composite (ECC) with different length-diameter ratios[J]. Acta Materiae Compositae Sinica, 2023, 40(12): 6859-6870. doi: 10.13801/j.cnki.fhclxb.20230411.002

不同长径比聚乙烯醇(PVA)/高延性纤维增强水泥基复合材料(ECC)动态压缩性能

doi: 10.13801/j.cnki.fhclxb.20230411.002
基金项目: 国家自然科学基金(U1904188);河南省科技攻关项目(222102320431);河南省高校基本科研业务费专项资金资助项目(NSFRF220438)
详细信息
    通讯作者:

    李艳,博士,教授,硕士生导师,研究方向为高性能混凝土及其结构设计 E-mail: liyan@hpu.edu.cn

  • 中图分类号: TB33;TU528.58

Dynamic compression property of polyvinyl alcohol (PVA)/engineered fiber reinforced cementitious composite (ECC) with different length-diameter ratios

Funds: National Natural Science Foundation of China (U1904188); Science and Technology Project of Henan Province (222102320431); Fundamental Research Funds of Henan Province Universities (NSFRF220438)
  • 摘要: 基于杆径为50 mm的分离式霍普金森压杆装置(SHPB)研究了不同长径比和不同聚乙烯醇(PVA)纤维体积掺量的高延性纤维增强水泥基复合材料(PVA/ECC)在4种应变率下的动态压缩性能。结果表明:长径比较大(l/D>1.0)的PVA/ECC试件冲击压缩后更易产生方向性明显的滑移破坏,其应力-应变曲线平台期的长度明显缩短,且曲线所包围的面积也明显减小;PVA/ECC的动态峰值应力、峰值应变和冲击韧性均随长径比增加而降低,存在一定的尺寸效应,且应变率越高、PVA纤维体积掺量越小,长径比的影响更明显;长径比较大的PVA/ECC试件其应变率效应有所减弱但PVA纤维的强化效应有所提升,尤其是对冲击韧性的影响程度最显著。

     

  • 图  1  不同长径比(l/D)的PVA/ECC试件

    Figure  1.  PVA/ECC specimens with different length-diameter ratios (l/D)

    图  2  分离式霍普金森压杆(SHPB)试验装置示意图

    Figure  2.  Schematic diagram of split Hopkinson pressure bar (SHPB) test device

    图  3  PVA/ECC试件典型破坏形态

    Figure  3.  Typical failure patterns of PVA/ECC specimens

    图  4  不同长径比PVA/ECC试件动态平均应力-应变曲线示例

    Figure  4.  Dynamic stress-strain curves of PVA/ECC specimens with different length-diameter ratios

    σ1—Dynamic yield stress

    图  5  不同应变率下PVA/ECC试件动态平均应力-应变曲线示例

    Figure  5.  Dynamic stress-strain curves of PVA/ECC specimens at different strain rates

    图  6  不同纤维掺量PVA/ECC试件动态平均应力-应变曲线示例

    Figure  6.  Dynamic stress-strain curves of PVA/ECC specimens with different fiber contents

    图  7  不同长径比PVA/ECC动态峰值应力变化趋势

    Figure  7.  Dynamic peak stress of PVA/ECC with different length-diameter ratios

    图  8  不同长径比PVA/ECC动态峰值应变变化趋势

    Figure  8.  Dynamic peak strain of PVA/ECC with different length-diameter ratios

    图  9  不同长径比下PVA/ECC冲击韧性变化趋势

    Figure  9.  Impact toughness of PVA/ECC at different length-diameter ratios

    表  1  聚乙烯醇(PVA)纤维性能

    Table  1.   Properties of polyvinyl alcohol (PVA) fiber

    Length-diameter ratioLength
    /mm
    Elasticity modulus
    /GPa
    Ultimate strain
    /%
    Tensile strength
    /MPa
    Density
    /(g·cm−3)
    30001242.87.016201.2
    下载: 导出CSV

    表  2  PVA/高延性纤维增强水泥基复合材料(ECC)试件拉伸试验结果[11]

    Table  2.   PVA/engineered fiber reinforced cementitious composite (ECC) specimen tensile test results[11]

    Fiber volume content/vol%Ultimate tensile strain εtu/%Tensile strength ftu/MPa
    1.01.643.64
    1.52.814.16
    2.03.214.44
    下载: 导出CSV

    表  3  PVA/ECC试件动态冲击压缩试验结果

    Table  3.   Test results of PVA/ECC specimens under dynamic compression

    Specimenl/DStrain rate/s−1Fiber volume content/vol%fcd /MPaεp/10−6WT/(MJ·m−3)
    1.0%PVA/ECC(0.5)-500.5501.056.31102751.04
    1.5%PVA/ECC(0.5)-501.559.52109801.15
    2.0%PVA/ECC(0.5)-502.065.64122801.21
    1.0%PVA/ECC(0.5)-75751.062.67113401.21
    1.5%PVA/ECC(0.5)-751.566.85121481.57
    2.0%PVA/ECC(0.5)-752.074.34140501.72
    1.0%PVA/ECC(0.5)-1001001.070.25127051.74
    1.5%PVA/ECC(0.5)-1001.575.29136402.05
    2.0%PVA/ECC(0.5)-1002.084.68152032.38
    1.0%PVA/ECC(0.5)-1251251.079.04140702.50
    1.5%PVA/ECC(0.5)-1251.585.58154602.75
    2.0%PVA/ECC(0.5)-1252.095.18170133.21
    1.0%PVA/ECC(0.6)-500.6501.053.29 91650.82
    1.5%PVA/ECC(0.6)-501.557.66 98100.99
    2.0%PVA/ECC(0.6)-502.063.26111001.06
    1.0%PVA/ECC(0.6)-75751.058.35101201.05
    1.5%PVA/ECC(0.6)-751.562.79107301.37
    2.0%PVA/ECC(0.6)-752.070.46126401.47
    1.0%PVA/ECC(0.6)-1001001.065.00111501.44
    1.5%PVA/ECC(0.6)-1001.570.31120301.74
    2.0%PVA/ECC(0.6)-1002.079.81137502.04
    1.0%PVA/ECC(0.6)-1251251.072.75121901.91
    1.5%PVA/ECC(0.6)-1251.579.70133742.31
    2.0%PVA/ECC(0.6)-1252.089.67153602.74
    1.0%PVA/ECC(0.8)-500.850
    1.050.48 76310.59
    1.5%PVA/ECC(0.8)-501.554.56 83190.74
    2.0%PVA/ECC(0.8)-502.060.96 94600.81
    1.0%PVA/ECC(0.8)-7575
    1.054.21 84710.75
    1.5%PVA/ECC(0.8)-751.558.82 91470.85
    2.0%PVA/ECC(0.8)-752.066.77107281.19
    1.0%PVA/ECC(0.8)-100100
    1.059.43 93571.00
    1.5%PVA/ECC(0.8)-1001.565.29100401.30
    2.0%PVA/ECC(0.8)-1002.075.20115601.64
    1.0%PVA/ECC(0.8)-1251251.066.57103361.32
    1.5%PVA/ECC(0.8)-1251.573.97115201.67
    2.0%PVA/ECC(0.8)-1252.084.10135802.05
    1.0%PVA/ECC(1.0)-501.0501.047.56 67240.44
    1.5%PVA/ECC(1.0)-501.551.81 74000.52
    2.0%PVA/ECC(1.0)-502.058.91 86550.66
    1.0%PVA/ECC(1.0)-75751.049.93 72800.49
    1.5%PVA/ECC(1.0)-751.554.69 79090.70
    2.0%PVA/ECC(1.0)-752.062.86 95800.85
    1.0%PVA/ECC(1.0)-1001001.053.96 80810.65
    1.5%PVA/ECC(1.0)-1001.560.46 87700.92
    2.0%PVA/ECC(1.0)-1002.070.63104701.25
    1.0%PVA/ECC(1.0)-1251251.060.51 88100.91
    1.5%PVA/ECC(1.0)-1251.568.18 97781.17
    2.0%PVA/ECC(1.0)-1252.078.73111871.64
    1.0%PVA/ECC(1.3)-501.350
    1.045.70 58050.31
    1.5%PVA/ECC(1.3)-501.550.25 63680.40
    2.0%PVA/ECC(1.3)-502.057.35 74180.50
    1.0%PVA/ECC(1.3)-7575
    1.047.68 63290.35
    1.5%PVA/ECC(1.3)-751.552.70 68330.52
    2.0%PVA/ECC(1.3)-752.061.08 80900.67
    1.0%PVA/ECC(1.3)-100100
    1.050.98 68680.48
    1.5%PVA/ECC(1.3)-1001.558.21 75360.74
    2.0%PVA/ECC(1.3)-1002.068.49 89900.98
    1.0%PVA/ECC(1.3)-1251251.057.24 75520.63
    1.5%PVA/ECC(1.3)-1251.565.27 83250.88
    2.0%PVA/ECC(1.3)-1252.076.25 95601.21
    1.0%PVA/ECC(1.5)-501.550
    1.043.75 49110.24
    1.5%PVA/ECC(1.5)-501.548.38 53360.35
    2.0%PVA/ECC(1.5)-502.056.10 67050.46
    1.0%PVA/ECC(1.5)-7575
    1.045.49 52500.30
    1.5%PVA/ECC(1.5)-751.550.68 57700.43
    2.0%PVA/ECC(1.5)-752.059.25 71000.59
    1.0%PVA/ECC(1.5)-100100
    1.048.43 57400.40
    1.5%PVA/ECC(1.5)-1001.555.72 63050.61
    2.0%PVA/ECC(1.5)-1002.066.40 76800.85
    1.0%PVA/ECC(1.5)-1251251.053.88 63170.48
    1.5%PVA/ECC(1.5)-1251.562.43 70340.75
    2.0%PVA/ECC(1.5)-1252.073.70 85601.08
    Notes: 1.0%PVA/ECC(0.5)-50—Length-diameter ratio of PVA/ECC specimen is 0.5, the design strain rate is 50 s−1, and the fiber content by volume of PVA/ECC specimen is 1.0vol%. fcd—Dynamic peak stress of PVA/ECC; εp—Dynamic peak strain of PVA/ECC; WT—Impact toughness of PVA/ECC.
    下载: 导出CSV
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出版历程
  • 收稿日期:  2023-02-20
  • 修回日期:  2023-03-30
  • 录用日期:  2023-04-05
  • 网络出版日期:  2023-04-12
  • 刊出日期:  2023-12-01

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