苏州混凝土水泥制品研究院有限公司

头部文案

发布时间:2020-01-06 00:00:00
全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊(光盘版)全文收录期刊
华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊
碳纳米管水泥砂浆压阻效应预测
Prediction of Piezoresistive Effect of Carbon Nanotube Reinforced Cement Mortar
2021年第7期
细观力学;碳纳米管;水泥基材料;压阻效应;电导率
Micromechanics; Carbon nanotube; Cement-based material; Piezoresistive effect; Conductivity
2021年第7期
10.19761/j.1000-4637.2021.07.012.05
河南省青年骨干教师项目(2017GGJS119);广东省汕头大学结构试验室开放基金项目(201803)。
王燕锋1,2, 赵晓华1,边亚东2,赵 毅2,王爱勤3
1.汕头大学 土木工程系,广东 汕头 515063;2.中原工学院 建筑工程学院,河南 郑州 450007; 3.苏州混凝土水泥制品研究院有限公司,江苏 苏州 215004

王燕锋1,2, 赵晓华1,边亚东2,赵 毅2,王爱勤3

王燕锋,赵晓华,边亚东,等.碳纳米管水泥砂浆压阻效应预测[J].混凝土与水泥制品,2021(7):12-16.

WANG Y,ZHAO X H,BIAN Y D,et al.Prediction of Piezoresistive Effect of Carbon Nanotube Reinforced Cement Mortar[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):12-16.

浏览量:
1000
摘   要:为了深入探讨碳纳米管水泥砂浆的电导特性,在细观力学的基础上提出了预测碳纳米管水泥基复合材料压阻效应的数学模型。该模型基于Mori-Tanaka方法,考虑碳纳米管之间的隧穿电导,可求出碳纳米管复合水泥基体的有效电导;此外,还考虑了应变作用下孔隙水离子电导随空隙连通性变化对碳纳米管水泥基复合材料压阻效应的影响,根据试验结果拟合出相关预测参数。结果表明:考虑离子电导的影响,根据提出的预测模型求出的压阻效应预测值与试验结果符合较好。 Abstract: In order to study the electrical conductivity of multi-walled carbon nanotubes (MWCNTs) reinforced cement-based materials, a mathematical model for predicting the piezoresistive effect of MWCNTs reinforced cement-based materials was proposed on the basis of micromechanics. Based on Mori Tanaka method and considering the tunneling conductivity between carbon nanotubes, the effective conductivity of MWCNTs reinforced cement matrix could be calculated. In addition, the influence of ionic conductivity of pore water on piezoresistive effect of MWCNTs reinforced cement-based materials under strain was also considered. According to the test results, the relevant prediction formula was fitted. The results show that considering the influence of ionic conductivity, the prediction results of piezoresistive effect given by the prediction model are in good agreement with the experimental results.
英文名 : Prediction of Piezoresistive Effect of Carbon Nanotube Reinforced Cement Mortar
刊期 : 2021年第7期
关键词 : 细观力学;碳纳米管;水泥基材料;压阻效应;电导率
Key words : Micromechanics; Carbon nanotube; Cement-based material; Piezoresistive effect; Conductivity
刊期 : 2021年第7期
DOI : 10.19761/j.1000-4637.2021.07.012.05
文章编号 :
基金项目 : 河南省青年骨干教师项目(2017GGJS119);广东省汕头大学结构试验室开放基金项目(201803)。
作者 : 王燕锋1,2, 赵晓华1,边亚东2,赵 毅2,王爱勤3
单位 : 1.汕头大学 土木工程系,广东 汕头 515063;2.中原工学院 建筑工程学院,河南 郑州 450007; 3.苏州混凝土水泥制品研究院有限公司,江苏 苏州 215004

王燕锋1,2, 赵晓华1,边亚东2,赵 毅2,王爱勤3

王燕锋,赵晓华,边亚东,等.碳纳米管水泥砂浆压阻效应预测[J].混凝土与水泥制品,2021(7):12-16.

WANG Y,ZHAO X H,BIAN Y D,et al.Prediction of Piezoresistive Effect of Carbon Nanotube Reinforced Cement Mortar[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):12-16.

摘要
参数
结论
参考文献
引用本文

摘   要:为了深入探讨碳纳米管水泥砂浆的电导特性,在细观力学的基础上提出了预测碳纳米管水泥基复合材料压阻效应的数学模型。该模型基于Mori-Tanaka方法,考虑碳纳米管之间的隧穿电导,可求出碳纳米管复合水泥基体的有效电导;此外,还考虑了应变作用下孔隙水离子电导随空隙连通性变化对碳纳米管水泥基复合材料压阻效应的影响,根据试验结果拟合出相关预测参数。结果表明:考虑离子电导的影响,根据提出的预测模型求出的压阻效应预测值与试验结果符合较好。

Abstract: In order to study the electrical conductivity of multi-walled carbon nanotubes (MWCNTs) reinforced cement-based materials, a mathematical model for predicting the piezoresistive effect of MWCNTs reinforced cement-based materials was proposed on the basis of micromechanics. Based on Mori Tanaka method and considering the tunneling conductivity between carbon nanotubes, the effective conductivity of MWCNTs reinforced cement matrix could be calculated. In addition, the influence of ionic conductivity of pore water on piezoresistive effect of MWCNTs reinforced cement-based materials under strain was also considered. According to the test results, the relevant prediction formula was fitted. The results show that considering the influence of ionic conductivity, the prediction results of piezoresistive effect given by the prediction model are in good agreement with the experimental results.

扫二维码用手机看
未找到相应参数组,请于后台属性模板中添加

本文考虑碳纳米管的隧穿电导,在细观力学基础上,提出了碳纳米管水泥基复合材料电导率预测的数学模型。考虑到孔隙毛细水的连通性,进一步提出了碳纳米管水泥基复合材料压阻效应的预测模型。结果表明:素水泥基材料的压阻效应在应变较小时预测结果与试验值符合较好,在应变较大时则出现了偏差。体积分数为0.038 3%、0.115%的碳纳米管水泥基复合材料,其压阻效应预测值与试验值符合较好。当质量分数进一步增加至0.192%时,试验结果呈现出一定的非线性,但整体预测趋势与试验结果较吻合。

[1] SANCHEZ F,SOBOLEY K.Nanotechnology in Concrete-A Review[J].Construction and Building Materials,2010,24(11):2060-2071.
[2] DING S Q,DONG S F,ASHOUR A S,et al.Development of Sensing Doncrete: Principles, Properties and Its Applications[J].Journal of Applied Physics,2019,126:241101.
[3] 刘巧玲,李汉彩,彭玉娇,等.多壁碳纳米管增强水泥基复合材料的纳米力学性能[J].复合材料学报,2020,37(4):952-961.
[4] LI G Y,WANG P M,ZHAO X H.Mechanical Behavior and Microstructure of Cement Composites Incorporating Surface-treated Multi-walled Carbon Nanotubes[J].Carbon,2005,43:1239-1245.
[5] 刘巧玲,孙伟,马正先,等.碳纳米管对硅灰/水泥砂浆力学和2D-3微结构性能的影响[J].硅酸盐学报,2014,42(10):1266-1273.
[6] 姚武,左俊卿,吴科如.碳纳米管-碳纤维/水泥基材料微观结构和热电性能[J].功能材料,2013,13(44):1924-1927,1931.
[7] KONSTA-GDOUTOS M S,METAXA Z S,SHAH S P.Highly Dispersed Carbon Nanotube Reinforced Cement Based Materials[J].Cement and Concrete Research,2010,40(7):1052-1059.
[8] 朱平,等广辉,邵旭东.碳纳米管在水泥基复合材料中的分散方法研究进展[J].材料导报,2018,32(1):149-158.
[9] 王燕锋,赵晓华,李庚英.干湿变化对多壁碳纳米管/水泥砂浆压阻效应的影响[J].材料导报,2017,31(24):20-25.
[10] KIM H K,PARK I S,LEE H K.Improved Piezoresistive Sensitivity and Stability of CNT/Cement Mortar Composites with Low Water-binder Ratio[J].Composite Structures,2014,116(1):713-719. 
[11] LI G Y,WANG P M,ZHAO X H.Pressure-sensitive Properties and Microstructure of Carbon Nanotube Reinforced Cement Composites[J].Cement and Concrete Composites,2007,29:377-382.
[12] HAN B G,YU X,KWON E.A Self-sensing Carbon Nanotube/cement Composite for Traffic Monitoring[J].Nanotechnology,2009,20(44):445501.
[13] SAAFI M.Wireless and Embedded Carbon Nanotube Networks for Damage Detection in Concrete Structures[J]. Nanotechnology,2009:395502.
[14] KONSTA-GDOUTOS M S,AZA C A.Self Sensing Carbon Nanotube(CNT) and Nanofiber(CNF) Cementitious Composites for Real Time Damage Assessment in Smart Structures[J].Cement and Concrete Composites,2014,53:162-169.
[15] GARCIA-MACIAS E,D’ALESSANDRO A,CASTRO-TRIGUERO R,et al.Micromechanics Modeling of the Uniaxial Strain-sensing Property of Carbon Nanotube Cement-matrix Composites for SHM Applications[J].Composite Structures,2017,163:195-215.
[16] DENG F,ZHENG Q S.An Analytical Model of Effective Electrical Conductivity of Carbon Nanotube Composites [J].Applied Physics Letters,2008,92:071902.
[17] SIMMONS J G.Electric Tunnel Effect Between Dissimilar  Electrodes  Separated by a Thin Insulating Film [J].Journal of Applied Physics,1963,34(9):2581-2589.
[18] 赵晓华,李国宝,王玉林,等.碳纤维增强水泥基复合材料的压阻效应[J].复合材料学报,2011,28(5):214-219.
[19] 金浏,杜修力.孔隙率变化规律及其对混凝土变形过程的影响[J].工程力学,2013,30(6):183-190. 
[20] KIM H K.Chloride Penetration Monitoring in Reinforced Concrete Structure Using Carbon Nanotube/Cement Composite [J].Construction and Building Materials,2015,96:29-36.
[21] SOBBA A P,NARAYANANKUTTY S K.Improved Strain Sensing Property of Functionalised Multiwalled Carbon Manotube/Polyaniline Composites in TPU Matrix[J].Sensors and Actuators A-physical,2015,233:98-107.
[22] RAJABIPOUR F,WEISS J.Electrical Conductivity of Drying Cement Paste [J].Materials and Structures,2007,40:1143-1160.
[23] TIAN Z,LI Y C,ZHENG J J,et al.A State-of-the-art on Self-sensing Concrete: Materials, Fabrication and Properties[J].Composites Part B,2019,177:107437.

王燕锋,赵晓华,边亚东,.碳纳米管水泥砂浆压阻效应预测[J].混凝土与水泥制品,2021(7):12-16.

WANG Y,ZHAO X H,BIAN Y D,et al.Prediction of Piezoresistive Effect of Carbon Nanotube Reinforced Cement Mortar[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):12-16.

相关文件

暂时没有内容信息显示
请先在网站后台添加数据记录。

关注《混凝土与水泥制品》

总访问量 468,401   网站统计

官方微信公众号关闭
苏州混凝土水泥制品研究院有限公司

关于我们    |    联系我们    |    订购杂志    |    回到顶部

版权所有:中国混凝土与水泥制品网  苏ICP备10086386号   网站建设:中企动力 苏州

版权所有:中国混凝土与水泥制品网

苏ICP备10086386号

网站建设:中企动力 苏州