Micromechanics modeling of the uniaxial strain-sensing property of carbon nanotube cement-matrix composites for SHM applications

被引:150
作者
Garcia-Macias, Enrique [1 ]
D'Alessandro, Antonella [2 ]
Castro-Triguero, Rafael [3 ]
Perez-Mira, Domingo [4 ]
Ubertini, Filippo
机构
[1] Univ Seville, Dept Continuum Mech & Struct Anal, Sch Engn, Camino Descubrimientos S-N, E-41092 Seville, Spain
[2] Univ Perugia, Dept Civil & Environm Engn, Via G Duranti 93, I-06125 Perugia, Italy
[3] Univ Cordoba, Dept Mech, Campus Rabanales, E-14071 Cordoba, Spain
[4] Construcc AZVI, Dept R&D, Seville, Spain
关键词
Carbon nanotube; Cement-matrix composites; Piezoresistive modeling; Percoltion; Smart concrete; Structural Health Monitoring; FIBER-REINFORCED CEMENT; ELECTRICAL-CONDUCTIVITY; PERCOLATION-THRESHOLD; CNT; RESISTANCE; WAVINESS; PIEZORESISTIVITY; MICROSTRUCTURE; NANOCOMPOSITES; AGGLOMERATION;
D O I
10.1016/j.compstruct.2016.12.014
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Recent advances in the field of Nanotechnology have made possible the development of new smart materials, among which Carbon NanoTube (CNT) cement-based composites are attracting an increasing attention. These composites exhibit strain-sensing capabilities providing measurable variations of their electrical properties under applied mechanical deformations. This unique property, together with the similarity between these composites and structural concrete, suggests the possibility of developing distributed strain-sensing systems with substantial improvements in the cost-effectiveness of large-scale concrete structures. In order to design and optimize self-sensing CNT-based composites, it is therefore essential to develop theoretical models capable of simulating the relationship between external mechanical strains and the effective electrical conductivity. This paper presents a micromechanics model to predict the piezoresistive properties of CNT cement-based nanocomposites, with the consideration of waviness and non-uniform distributions of nanoinclusions. The origin of the piezoresistive response is attributed to (i) strain-induced changes in the volume fraction, (ii) filler reorientation and, (iii) changes in the tunneling resistance. In order to count on an experimental basis to use as benchmark for validation, several nanocomposite cement-based specimens are manufactured and tested under uniaxial compression. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:195 / 215
页数:21
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