砖石建筑
灰浆
压阻效应
材料科学
应变计
胶凝的
结构健康监测
结构工程
压力(语言学)
极限抗拉强度
复合材料
水泥
岩土工程
地质学
工程类
语言学
哲学
作者
Gustavo Henrique Nalon,José Carlos Lopes Ribeiro,Roberto Márcio da Silva,Leonardo Gonçalves Pedroti,Eduardo Nery Duarte de Araújo
出处
期刊:Structures
[Elsevier]
日期:2024-01-01
卷期号:59: 105760-105760
被引量:1
标识
DOI:10.1016/j.istruc.2023.105760
摘要
Self-sensing cementitious materials are emerging technologies for Structural Health Monitoring (SHM) of civil structures. Their application for SHM of concrete masonry elements was not investigated in previous studies. The effects of triaxial strain/stress states of masonry joints and units on their self-sensing response are still unknown. Therefore, this work aimed to investigate mechanical and self-sensing properties of masonry elements produced with self-sensing mortar joints, solid concrete bricks and/or hollow concrete blocks fabricated with carbon black nanoparticles. The intrinsic abilities of strain monitoring and damage detection were evaluated in piezoresistive tests of masonry prisms, based on variations in the type of unit, mortar bedding approach, bonding arrangement, relative strength of mortar and units, joint thickness and location of self-sensing regions. These variations did not affect significantly the gauge factor of cementitious sensors embedded into the prism units. In contrast, the gauge factor of self-sensing horizontal or vertical joints was statistically affected by most of these variations. Stages of balance and abrupt increases in fractional changes in electrical resistivity (FCRs) during the plastic regime of the prisms provided an anticipated warming associated with the propagation of vertical and diagonal cracks associated with tensile splitting and crushing failure of units. The strong non-linearity on the electrical output of self-sensing joints provided an evidence of the mortar pore collapse. In conclusion, the self-sensing units and mortar joints were found to be promising alternatives for strain monitoring and damage detection in smart concrete masonry structures.
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