基于压电效应的纤维高性能混凝土损伤监测研究

硅酸盐通报 ›› 2022, Vol. 41 ›› Issue (10): 3458-3464.

基于压电效应的纤维高性能混凝土损伤监测研究

段燕妮, 苗远, 张继承, 杜国锋

长江大学城市建设学院,荆州 434023

收稿日期:2022-06-15 修回日期:2022-08-11 出版日期:2022-10-15 发布日期:2022-10-26
通讯作者: 张继承,博士,教授。E-mail:Zhangjicheng@yangtzeu.edu.cn
作者简介:段燕妮(1998—),女,硕士研究生。主要从事纤维混凝土缺陷检测方面的研究。E-mail:837268415@qq.com
基金资助:
国家自然科学基金(52078052)

Damage Monitoring of Fiber Reinforced High Performance Concrete Based on Piezoelectric Effect

DUAN Yanni, MIAO Yuan, ZHANG Jicheng, DU Guofeng

School of Urban Construction, Yangtze University, Jingzhou 434023, China

Received:2022-06-15 Revised:2022-08-11 Online:2022-10-15 Published:2022-10-26

摘要/Abstract

摘要： 以纤维掺量为变量制作48个混凝土试件,压电陶瓷传感器作为信号激励器和信号接收器置于混凝土试件表面。基于压电效应对玄武岩-聚丙烯纤维增强高性能混凝土(BPHPC)的损伤进行实时监测。通过对单掺、混掺纤维混凝土的压电应力波信号进行分析,得到基于小波包分析法的损伤指数(DI),并拟合出纤维掺量-荷载-DI的函数关系。结果表明:通过外观损伤状态和压电应力波信号变化定性评价试件的健康状态,纤维的掺入能够降低混凝土的外观损伤程度;单掺纤维混凝土的试件应力波信号幅值比混掺纤维混凝土试件大;玄武岩纤维体积掺量为0.15%、聚丙烯纤维体积掺量为0.10%时试件的DI最小,当DI超过0.8时,可以认为试件被完全破坏;试验数据和试验现象吻合良好,通过压电陶瓷实时监测BPHPC损伤有较高的可行性。

关键词: 玄武岩纤维, 聚丙烯纤维, 高性能混凝土, 压电陶瓷传感器, 损伤监测, 力学性能, 函数关系

Abstract: The 48 concrete specimens were prepared with fiber content as variable. Piezoelectric ceramic sensors as signal exciter and signal receiver were placed on the surface of concrete specimen.The damage of basalt-polypropylene fiber reinforced high performance concrete (BPHPC) was monitored in real time based on piezoelectric effect. The damage index (DI) based on wavelet packet analysis method was obtained by analyzing the piezoelectric stress wave signals of concrete specimens with single and hybrid fiber, and the function relationship of fiber content-load-DI was fitted. The results show that the health state of specimens can be evaluated qualitatively by observing the damage state of appearance and the variety of piezoelectric stress wave signals. The addition of fiber can reduce appearance damage of concrete. The amplitude of stress wave signals of concrete specimens with single fiber is larger than that of concrete specimens with hybrid fiber. When the volume content of basalt fiber and polypropylene fiber is 0.15% and 0.10%, respectively, DI value is the smallest. When DI exceeds 0.8, the specimen is considered to be completely destroyed. The test data is in good agreement with the test phenomena, which indicates that it is feasible to monitor the damage of BPHPC in real time through piezoelectric ceramics.

Key words: basalt fiber, polypropylene fiber, high performance concrete, piezoelectric ceramic sensor, damage monitoring, mechanical property, functional relationship

中图分类号:

段燕妮, 苗远, 张继承, 杜国锋. 基于压电效应的纤维高性能混凝土损伤监测研究[J]. 硅酸盐通报, 2022, 41(10): 3458-3464.

DUAN Yanni, MIAO Yuan, ZHANG Jicheng, DU Guofeng. Damage Monitoring of Fiber Reinforced High Performance Concrete Based on Piezoelectric Effect[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2022, 41(10): 3458-3464.

参考文献

[1] KRASSOWSKA J, KOSIOR-KAZBERUK M. Shear behavior of steel or basalt fiber reinforced concrete beams without stirrup reinforcement[J]. Technical Sciences, 2017, 4(20): 391-404.
[2] GIRGIN Z C, YILDIRIM M T. Usability of basalt fibres in fibre reinforced cement composites[J]. Materials and Structures, 2016, 49(8): 3309-3319.
[3] ALY T, SANJAYAN J G, COLLINS F. Effect of polypropylene fibers on shrinkage and cracking of concretes[J]. Materials and Structures, 2008, 41(10): 1741-1753.
[4] SMARZEWSKI P. Influence of basalt-polypropylene fibres on fracture properties of high performance concrete[J]. Composite Structures, 2019, 209: 23-33.
[5] WANG D H, JU Y Z, SHEN H, et al. Mechanical properties of high performance concrete reinforced with basalt fiber and polypropylene fiber[J]. Construction and Building Materials, 2019, 197: 464-473.
[6] 闫傲.聚合物/PZT陶瓷基压电复合材料与器件的制备与3D打印研究[D].南宁:广西大学,2021.
YAN A. 3D printing research and preparation of polymer/PZT ceramic matrix piezoelectric composites and devices[D]. Nanning: Guangxi University, 2021 (in Chinese).
[7] LEE G J, HWANG W J, PARK J J, et al. Study of sensitive parameters on the sensor performance of a compression-type piezoelectric accelerometer based on the meta-model[J]. Energies, 2019, 12(7): 1381.
[8] WU A P, HE S H, REN Y L, et al. Design of a new stress wave-based pulse position modulation (PPM) communication system with piezoceramic transducers[J]. Sensors (Basel, Switzerland), 2019, 19(3): 558.
[9] KANG S H, HAN D H, KANG L H. Defect visualization of a steel structure using a piezoelectric line sensor based on laser ultrasonic guided wave[J]. Materials (Basel, Switzerland), 2019, 12(23): 3992.
[10] FENG Q, LIANG Y B, SONG G B. Real-time monitoring of early-age concrete strength using piezoceramic-based smart aggregates[J]. Journal of Aerospace Engineering, 2019, 32(1): 04018115.
[11] JIANG T Y, KONG Q Z, PENG Z, et al. Monitoring of corrosion-induced degradation in prestressed concrete structure using embedded piezoceramic-based transducers[J]. IEEE Sensors Journal, 2017, 17(18): 5823-5830.
[12] 刘孝禹,蔡高洁,张继承.GFRP管约束碳纤维混凝土组合柱损伤监测[J].压电与声光,2021,43(3):395-398.
LIU X Y, CAI G J, ZHANG J C. Damage monitoring of GFRP tube confined carbon fiber reinforced concrete composite column[J]. Piezoelectrics & Acoustooptics, 2021, 43(3): 395-398 (in Chinese).
[13] 刘孝禹,饶玉龙,张继承,等.基于压电传感器的木材轴压损伤监测[J].压电与声光,2020,42(5):681-685.
LIU X Y, RAO Y L, ZHANG J C, et al. Timber axial pressure damage monitoring based on piezoceramic sensor[J]. Piezoelectrics & Acoustooptics, 2020, 42(5): 681-685 (in Chinese).
[14] HOKLY S,张继承,刘翔龙,等.压电波动法监测土壤含水率的可行性研究[J].压电与声光,2021,43(3):391-394.
HOKLY S, ZHANG J C, LIU X L, et al. Feasibility study on detection of moisture content of soil based on piezoelectric wave method[J]. Piezoelectrics & Acoustooptics, 2021, 43(3): 391-394 (in Chinese).
[15] 胡鹏兵,陈娟,孙航,等.基于压电陶瓷的地聚合物砂浆强度发展监测研究[J].硅酸盐通报,2021,40(9):2905-2910.
HU P B, CHEN J, SUN H, et al. Strength development monitoring of geopolymer mortar based on piezoelectric ceramics[J]. Bulletin of the Chinese Ceramic Society, 2021, 40(9): 2905-2910 (in Chinese).