Experimental study on use of nickel powder-filled Portland cement-based composite for fabrication of piezoresistive sensors with high sensitivity

被引:119
作者
Han, B. G. [1 ]
Han, B. Z. [2 ]
Ou, J. P. [1 ,3 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
[2] Harbin Univ Sci & Technol, Coll Elect & Elect Engn, Harbin 150040, Peoples R China
[3] Dalian Univ Technol, Sch Civil & Hydraul Engn, Dalian 116024, Peoples R China
基金
美国国家科学基金会; 高等学校博士学科点专项科研基金;
关键词
Piezoresistive; Sensors; Nickel powder-filled Portland cement-based composite; Embedded loop electrodes; Measurement of stress/strain; FIBER-REINFORCED CEMENT; STRAIN; RESISTIVITY;
D O I
10.1016/j.sna.2008.10.001
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
Nickel powder-filled Portland cement-based composite was prepared by adding nickel powder as functional filler into conventional Portland cement-based materials, and piezoresistive sensors were fabricated by embedding four loop electrodes in the nickel powder-filled Portland cement-based composite. The relationship between the fractional change in electrical resistivity and the stress/strain of piezoresistive sensors was established for the compressive stress and was found to be in the range from 0 to 12.5 MPa. Experimental results indicate that the electrical resistivity of nickel powder-filled Portland cement-based composite under uniaxial compression decreases by 62.6144% within elastic regime, which justifies the use of this composite in the fabrication of piezoresistive sensors with high sensitivity to stress and sensitivity to strain (gauge factor). The sensitivity of piezoresistive sensors to compressive stress is higher than 0.050092 MPa-1 and goes up to 0.123648 MPa-1. The gauge factor of piezoresistive sensors is higher than 895.450 and goes up to 1929.500. It is therefore concluded that the newly developed piezoresistive sensors have a high sensitivity to stress/strain, and they can be used for measurement of stress/strain or force/deformation. Crown Copyright (C) 2008 Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:51 / 55
页数:5
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