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

机译:用于SHM的碳纳米管水泥基复合材料单轴应变传感特性的微力学建模

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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.
机译:纳米技术领域的最新进展使新型智能材料的开发成为可能,其中碳纳米管(CNT)水泥基复合材料正受到越来越多的关注。这些复合材料具有应变传感功能,可在施加的机械变形下提供可测量的电气性能变化。这种独特的性能,以及这些复合材料与结构混凝土之间的相似性,表明开发分布式应变传感系统的可能性大大改善了大型混凝土结构的成本效益。为了设计和优化自感CNT基复合材料,因此必须开发能够模拟外部机械应变与有效电导率之间关系的理论模型。本文提出了一种微力学模型来预测碳纳米管水泥基纳米复合材料的压阻特性,同时考虑了纳米包裹体的波纹度和不均匀分布。压阻响应的起源归因于(i)应变引起的体积分数变化,(ii)填料重新定向和(iii)隧穿电阻变化。为了以实验为基础作为验证基准,制造了数种纳米复合水泥基试样,并在单轴压缩下对其进行了测试。 (C)2016 Elsevier Ltd.保留所有权利。

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