ZHANG Liqing, LIU Qiuping, ZHOU Lixia, et al. Effect of dispersion method of copper-plated steel fiber on piezoresistivity of cement mortar with waste ceramic powder[J]. Acta Materiae Compositae Sinica.
Citation: ZHANG Liqing, LIU Qiuping, ZHOU Lixia, et al. Effect of dispersion method of copper-plated steel fiber on piezoresistivity of cement mortar with waste ceramic powder[J]. Acta Materiae Compositae Sinica.

Effect of dispersion method of copper-plated steel fiber on piezoresistivity of cement mortar with waste ceramic powder

Funds: The National Natural Science Foundation of China (52368031, 52308236); Jiangxi Provincial Department of Transportation Science and Technology Project (2022H0017)
More Information
  • Received Date: August 26, 2024
  • Revised Date: November 05, 2024
  • Accepted Date: November 28, 2024
  • Available Online: December 12, 2024
  • Waste ceramic powder can enhance the electrical properties of cement mortar, while copper-plated steel fibers possess excellent mechanical, electrical and corrosion-resistant properties. Introducing both materials into cement mortar can effectively improve cement mortar’s electrical conductivity and endow it with piezoresistivity. The dispersion states of copper-plated steel fibers in the cement mortar undoubtedly play a significant role in determining its electrical conductivity and piezoresistivity. Therefore, this study prepared copper-plated steel fiber reinforced cement mortar with waste ceramic powder (SFRCM) and investigated the effect of two dispersion methods of copper-plated steel fibers, namely direct pouring method and uniform sieving method, on the electrical resistivity and piezoresistivity of SFRCM. The results show that the uniform sieving method can effectively reduce the dispersion coefficient (the lower dispersion coefficient, the more uniform), and the reduction rate can be up to 29.47%, which effectively reduces the agglomeration of copper-plated steel fibers in the cement matrix. Compared with the direct pouring method, the uniform sieving method is more conducive to the reduction of DC resistivity of SFRCM, and the maximum reduction of DC resistivity is up to 13.90%. Under different test conditions, the uniform sieving method can endow SFRCM with better piezoresistivity compared with the direct pouring method, and the maximum improvement rate of strain sensitivity is up to 1,432.20%. From the mechanistic analysis, it is clear that with the uniform sieving method, the copper-plated steel fibers are more likely to form a uniformly distributed conductive network to improve the piezoresisitivity.

  • Objectives 

    Waste ceramic powder can enhance the electrical properties of cement mortar, while copper-plated steel fibers possess excellent mechanical, electrical and corrosion-resistant properties. Introducing both materials into cement mortar can effectively improve cement mortar’s electrical conductivity and endow it with piezoresistivity. The dispersion states of copper-plated steel fibers in the cement mortar undoubtedly play a significant role in determining its electrical conductivity and piezoresistivity. Therefore, this study prepared copper-plated steel fiber reinforced cement mortar with waste ceramic powder (SFRCM) and investigated the effect of two dispersion methods of copper-plated steel fibers, namely direct pouring method and uniform sieving method, on the electrical resistivity and piezoresistivity of SFRCM.

    Methods 

    (1) Electrical properties testing: At 28 days, a digital multimeter was employed to test the DC resistivity of each SFRCM specimen by using two-electrode method.(2) Piezoresistivity testing: A testing system consisting of a universal testing machine, strain acquisition instrument, and digital multimeter was employed to evaluate piezoresistive properties. For the piezoresistivity tests under cyclic load, the loading rate was set to 0.4 mm/min, and the loading amplitude was set to 15 MPa. For the piezoresistivity tests under different loading amplitudes, the loading amplitudes were 10 MPa, 15 MPa, and 20 MPa, with loading rate of 0.4 mm/min. For the piezoresistivity test under different loading rates, the loading rates were 0.2 mm/min, 0.4 mm/min, and 0.6 mm/min and loading amplitude was fixed at 15 MPa. For the piezoresistivity test under failure loading, the loading rates of flexural and compressive strengths were 0.1 mm/min and 1.2 mm/min, respectively.(3) Characterization of copper-plated steel fiber dispersion: Cross-sections from two different position within the specimens (parallel to the electrode direction) were obtained by using a cutting machine. The fiber distribution was quantitively analyzed with the help of image processing techniques of Image J. Each cross-section was divided into 6 regions, and the number of fibers in the 12 regions was counted. Fiber dispersion coefficients were calculated to quantify dispersion uniformity, with lower coefficients indicating more uniform fiber distribution.

    Results 

    (1) Dispersion state of copper-plated steel fibers in SFRCM by using different dispersing methods: When the content of copper-plated steel fibers is 0.50 vol.%, the dispersion coefficients of SFRCM prepared by the uniform sieving method and the direct pouring method are 0.452 and 0.629, respectively. When the content of copper-plated steel fibers is 2.50 vol.%, the dispersion coefficients of SFRCM prepared by the uniform sieving method and the direct pouring method are 0.493 and 0.699, respectively.(2) Electrical properties of SFRCM produced by different dispersing methods: The DC resistivities of SFRCM with 0.50 vol.% copper-plated steel fiber prepared by the uniform sieving method and the direct pouring method are 128.27 kΩ·cm and 135.92 kΩ·cm, respectively. At 2.50 vol.% copper-plated steel fiber content, the DC resistivities of SFRCM prepared by the uniform sieving method and the direct pouring method are 94.07 kΩ·cm and 109.24 kΩ·cm, respectively.(3) Piezoresisitivity of SFRCM prepared by two different dispersion methods: Under cyclic load, the strain sensitivity growth rate of SFRCM with 0.50 vol.% and 2.50 vol.% copper-plated steel fibers prepared by the uniform sieving method is 801.40% and 49.70% compared with that of the direct pouring method, respectively. The strain sensitivity of SFRCM increases with the increase of loading amplitude and increases with the decrease of loading rate. Under the loading amplitude of 20 MPa, the strain sensitivity of SFRCM with 0.50 vol.% and 2.50 vol.% copper-plated steel fibers prepared by the uniform sieving method increases 192.20% and 107.00%, respectively. Under the loading rate of 0.2 mm/min, the strain sensitivity growth rate of SFRCM prepared by the uniform sieving method is 1026.30% and 85.80%, respectively, when the copper-plated steel fiber content is 0.50 vol.% and 2.50 vol.%. Under the ultimate flexural load, when the copper-plated steel fiber content is 0.50 vol.% and 2.50 vol.%, the strain sensitivity growth rate of SFRCM prepared by the uniform sieving method is 32.60% and 268.20%, respectively, compared with the direct pouring method. Under the ultimate compressive load, when the content of copper-plated steel fiber is 0.50 vol.% and 2.50 vol.%, the strain sensitivity of the uniform sieving method increases 21.30% and 4.80%, respectively, compared with the direct pouring method.Conclusions:(1) The uniform sieving method produces SFRCM with lower DC resistivity compared to the direct pouring method. Specifically, the uniform sieving method reduces DC resistivity by up to 5.60% at 0.50 vol.% copper-plated steel fiber content and 13.90% at 2.50 vol.% copper-plated steel fiber content, compared to directing pouring method.(2) The uniform sieving method achieved a 28.14% and 29.47% reduction in fiber dispersion coefficients at 0.50 vol.% and 2.50 vol.% copper-plated steel fiber content, respectively, compared to the direct pouring method. This indicates that the uniform sieving method results in more uniform fiber distribution, minimizing fiber agglomeration and facilitating the formation of conductive pathways, especially at higher fiber contents.(3) Across different loading amplitudes, rates, and flexural and compressive failure conditions, the uniform sieving method significantly enhanced the piezoresistive performance of SFRCM. The maximum strain sensitivity improvement rates for SFRCM with 0.50 vol.% and 2.50 vol.% copper-plated steel fiber content reach 1432.20% and 268.20%, respectively, compared to the direct pouring method.

  • [1]
    柳根金, 丁一宁, 宋世德. 复掺钢纤维-纳米炭黑/混凝土智能层对裂缝自监测性能的影响[J]. 复合材料学报, 2021, 38(7): 2348-2358.

    LIU Genjin, DING Yining, SONG Shide. Effect of steel fiber-nano carbon black/concrete smart layer on crack self-monitoring performance[J]. Acta Materiae Compositae Sinica, 2021, 38(7): 2348-2358 (in Chinese).
    [2]
    李振东, 孙敏. 等离子体改性碳纳米管混凝土在桥墩节点处的智能监测[J]. 建筑材料学报, 2022, 25(6): 643-649. DOI: 10.3969/j.issn.1007-9629.2022.06.014

    LI Zhendong, SUN Min. Intelligent monitoring of plasma-modified carbon nanotube concrete at bridge pier nodes[J]. Journal of Building Materials, 2022, 25(6): 643-649 (in Chinese). DOI: 10.3969/j.issn.1007-9629.2022.06.014
    [3]
    卢哲超, 周宇, 李骏鹏, 等. 轨道交通基础结构振动响应监测和分析[J]. 华东交通大学学报, 2021, 38(1): 41-46.

    LU Zhechao, ZHOU Yu, LI Junpeng, et al. Monitoring and analysis of rail transit infrastructure vibration response[J]. Journal of East China Jiaotong University, 2021, 38(1): 41-46 (in Chinese).
    [4]
    ZHANG L Q, DING S Q, LI L W, et al. Effect of characteristics of assembly unit of CNT/NCB composite fillers on properties of smart cement-based materials[J]. Composites Part A: Applied Science and Manufacturing, 2018, 109: 303-320. DOI: 10.1016/j.compositesa.2018.03.020
    [5]
    朱浩然, 孙敏. 纳米银与改性碳纳米管自感知水泥基在多种加载制度下的压敏性分析[J/OL]. 工程科学与技术.

    ZHU Haoran, SUN Min. Pressure sensitivity analysis of nanosilver and modified carbon nanotube self-sensing cementitious under various loading regimes[J/OL]. Advanced Engineering Sciences. (in Chinese).
    [6]
    马彬, 张永, 黄启钦, 等. 纤维导电性对地聚合物压敏行为的影响[J]. 建筑材料学报, 2024, 27(3): 223-229. DOI: 10.3969/j.issn.1007-9629.2024.03.005

    MA Bin, ZHANG Yong, HUANG Qiqin, et al. Effect of fiber conductivity on piezoresistive behaviour of geopolymer[J]. Journal of Building Materials, 2024, 27(3): 223-229 (in Chinese). DOI: 10.3969/j.issn.1007-9629.2024.03.005
    [7]
    DING S Q, XIANG Y, NI Y Q, et al. In-situ synthesizing carbon nanotubes on cement to develop self-sensing cementitious composites for smart high-speed rail infrastructures[J]. Nano Today, 2022, 43: 101438. DOI: 10.1016/j.nantod.2022.101438
    [8]
    GE Z, QIN J, SUN R J, et al. The effect of the addition of graphene nanoplatelets on the selected properties of cementitious composites[J]. Frontiers in Built Environment, 2021, 7: 673346. DOI: 10.3389/fbuil.2021.673346
    [9]
    ZHANG L Q, DING S Q, HAN B G, et al. Effect of water content on the piezoresistive property of smart cement-based materials with carbon nanotube/nanocarbon black composite filler[J]. Composites Part A: Applied Science and Manufacturing, 2019, 119: 8-20. DOI: 10.1016/j.compositesa.2019.01.010
    [10]
    WANG Y Y, SUN S W, ZHANG L Q. Self-sensing cementitious composites incorporating hybrid NGPs/CNTs/NCBs for structural health monitoring[J]. Sensors and Actuators A: Physical, 2023, 357: 114365. DOI: 10.1016/j.sna.2023.114365
    [11]
    QIU L S, DONG S F, YU X, et al. Self-sensing ultra-high performance concrete for in-situ monitoring[J]. Sensors and Actuators A: Physical, 2021, 331: 113049. DOI: 10.1016/j.sna.2021.113049
    [12]
    ABUSHANAB A, ALNAHHAL W, SOHAIL M G, et al. Mechanical and durability properties of ultra-high performance steel FRC made with discarded materials[J]. Journal of Building Engineering, 2021, 44: 103264. DOI: 10.1016/j.jobe.2021.103264
    [13]
    FAN L, MENG W N, TENG L, et al. Effect of steel fibers with galvanized coatings on corrosion of steel bars embedded in UHPC[J]. Composites Part B: Engineering, 2019, 177: 107445. DOI: 10.1016/j.compositesb.2019.107445
    [14]
    DEMIRCILIOGLU E, TEOMETE E, OZBULUT O E. Strain sensitivity of steel-fiber-reinforced industrial smart concrete[J]. Journal of Intelligent Material Systems and Structures, 2020, 31(1): 127-136. DOI: 10.1177/1045389X19888722
    [15]
    张立卿, 边明强, 郭绵珍, 等. 不同破坏荷载下镀铜钢纤维增强废弃陶瓷超高性能混凝土的压敏性[J]. 复合材料学报, 2024, 41(4): 1997-2013.

    ZHANG Liqing, BIAN Mingqiang, GUO Mianzhen, et al. Piezoresistivity of copper-plated steel fibers reinforced ultra high performance concrete with ceramic waste powder under different failure load types[J]. Acta Materiae Compositae Sinica, 2024, 41(4): 1997-2013 (in Chinese).
    [16]
    LIU L Y, XU J X, WANG Y, et al. Electrical and piezoresistive properties of steel fiber cement-based composites aligned by a magnetic field[J]. Journal of Wuhan University of Technology-Mater. Sci. Ed, 2022, 37(2): 229-240. DOI: 10.1007/s11595-022-2522-2
    [17]
    ZHANG S L, ZHANG C S, LIAO L. Investigation on the relationship between the steel fibre distribution and the post-cracking behaviour of SFRC[J]. Construction and Building Materials, 2019, 200: 539-550. DOI: 10.1016/j.conbuildmat.2018.12.081
    [18]
    张秀芝, 毕梦迪, 刘同军, 等. 钢纤维混凝土中纤维分布特性影响因素研究进展[J]. 硅酸盐学报, 2021, 49(8): 1732-1742.

    ZHANG Xiuzhi, BI Mengdi, LIU Tongjun, et al. Research progress in factors affecting fiber distribution in steel fiber concrete[J]. Journal of the Chinese Ceramic Society, 2021, 49(8): 1732-1742 (in Chinese).
    [19]
    HAN B G, YU X. Effect of surfactants on pressure-sensitivity of CNT filled cement mortar composites[J]. Frontiers in Materials, 2014, 1: 27.
    [20]
    DONG W K, LI W G, LUO Z Y, et al. Effect of layer-distributed carbon nanotube (CNT) on mechanical and piezoresistive performance of intelligent cement-based sensor[J]. Nanotechnology, 2020, 31(50): 505503. DOI: 10.1088/1361-6528/abb503
    [21]
    XING G H, XU Y C, ZHAO Z L, et al. Piezoresistive properties of well-dispersed carbon nanotubes (CNTs) modified cement paste[J]. Journal of Building Engineering, 2024, 95: 110364. DOI: 10.1016/j.jobe.2024.110364
    [22]
    THOMOGLOU A K, FALARA M G, GKOUNTAKOU F I, et al. Influence of different surfactants on carbon fiber dispersion and the mechanical performance of smart piezoresistive cementitious composites[J]. Fibers, 2022, 10(6): 49. DOI: 10.3390/fib10060049
    [23]
    方思怡, 巴明芳, 许浩锋, 等. HEC分散剂和纤维掺量对短切碳纤维水泥基材料压敏性的影响[J]. 材料导报, 2023, 37(15): 295-303.

    FANG Siyi, BA Mingfang, XU Haofeng. Effects of HEC dispersant and fiber content on compression-sensitivity of short carbon fiber cement-based materials[J]. Materials Reports, 2023, 37(15): 295-303 (in Chinese).
    [24]
    WANG H, JIN K K, ZHANG A L, et al. External erosion of sodium chloride on the degradation of self-sensing and mechanical properties of aligned stainless steel fiber reinforced reactive powder concrete[J]. Construction and Building Materials, 2021, 287: 123028. DOI: 10.1016/j.conbuildmat.2021.123028
    [25]
    张立卿, 潘延念, 胡文兵, 等. 废弃瓷砖粉对超高性能混凝土的抗压强度影响规律与机制[J]. 复合材料学报, 2023, 40(3): 1611-1623.

    ZHANG Liqing, PAN Yannian, HU Wenbing, et al. Effect law and mechanism of ceramic tile powder on compressive strength of ultra high performance concrete[J]. Acta Materiae Compositae Sinica, 2023, 40(3): 1611-1623 (in Chinese).
    [26]
    宋秋磊. 钢纤维分布对超高性能混凝土性能影响及调控研究[D]. 武汉: 武汉理工大学, 2021.

    SONG Qiulei. Study on the effect of steel fibre distribution on the performance of ultra high performance concrete and its regulation[D]. Wuhan: Wuhan University of Technology, 2021 (in Chinese).
    [27]
    余睿, 范定强, 孙美娟, 等. 钢纤维掺量及其3D空间结构对超高性能混凝土性能的影响[J]. 硅酸盐学报, 2021, 49(11): 2313-2321.

    YU Rui, FAN Dingqiang, SUN Meijuan, et al. Effects of steel fibre content and 3D network on performance of ultra-high performance concrete[J]. Journal of the Chinese Ceramic Society, 2021, 49(11): 2313-2321 (in Chinese).
    [28]
    张立卿, 占小静, 韩宝国, 等. 静电自组装碳纳米管/二氧化钛水泥基复合材料的自感知性能[J]. 复合材料学报, 2023, 40(9): 5225-5240.

    ZHANG Liqing, ZHAN Xiaojing, HAN Baoguo, et al. Self-sensing performance of cementitious composites with electrostatic self-assembly carbon nanotube/titanium dioxide[J]. Acta Materiae Compositae Sinica, 2023, 40(9): 5225-5240 (in Chinese).
    [29]
    WANG H, SHI F T, SHEN J L, et al. Research on the self-sensing and mechanical properties of aligned stainless steel fiber-reinforced reactive powder concrete[J]. Cement and Concrete Composites, 2021, 119: 104001. DOI: 10.1016/j.cemconcomp.2021.104001
    [30]
    HAN B G, ZHANG L Q, ZHANG C Y, et al. Reinforcement effect and mechanism of carbon fibers to mechanical and electrically conductive properties of cement-based materials[J]. Construction and Building Materials, 2016, 125: 479-489. DOI: 10.1016/j.conbuildmat.2016.08.063
    [31]
    DONG S F, DONG X F, ASHOUR A, et al. Fracture and self-sensing characteristics of super-fine stainless wire reinforced reactive powder concrete[J]. Cement and Concrete Composites, 2020, 105: 103427. DOI: 10.1016/j.cemconcomp.2019.103427
    [32]
    张立卿, 边明强, 肖振荣, 等. 镀铜钢纤维增强废弃陶瓷粉超高性能混凝土的压敏性研究[J]. 功能材料, 2023, 54(12): 12125-12135. DOI: 10.3969/j.issn.1001-9731.2023.12.017

    ZHANG Liqing, BIAN Mingqiang, XIAO Zhenrong, et al. Piezoresistivity properties of copper-plated steel fiber reinforced ultra high performance concrete with ceramic waste powders[J]. Journal of Functional Materials, 2023, 54(12): 12125-12135 (in Chinese). DOI: 10.3969/j.issn.1001-9731.2023.12.017
    [33]
    HAN B G, ZHANG L Q, SUN S W, et al. Electrostatic self-assembled carbon nanotube/nano carbon black composite fillers reinforced cement-based materials with multifunctionality[J]. Composites Part A: Applied Science and Manufacturing, 2015, 79: 103-115. DOI: 10.1016/j.compositesa.2015.09.016
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