4.6 Article

A Master Multi-Slave System Based on Structural Modal Frequencies

期刊

ELECTRONICS
卷 12, 期 15, 页码 -

出版社

MDPI
DOI: 10.3390/electronics12153260

关键词

SHM; sensor system; accelerometer; LoRa; LoRaWAN; RS485; structural integrity

向作者/读者索取更多资源

Structural Health Monitoring (SHM) is the process of observing and determining the structural integrity of a building or infrastructure through sensors and data analysis. This paper proposes a custom master multi-slave system for SHM, capable of acquiring data from six different channels and producing spectrograms and static trim of the monitored structure. The system was tested on a modular structure and proved its functionality for structural integrity analysis and potential damage evaluation.
Structural Health Monitoring (SHM) is a process where, through sensors-based electronic systems and output data analysis, the structural integrity of a building or an infrastructure is observed and determined through periodically sampled measurements for material and geometric variations, ensuring safety and minimizing risk factors. Over the years, the approach to this problem evolved both in terms of system technology, with the use of more accurate sensors, and the parameters used to determine the building status, i.e., the extraction of the damage index. In these terms, structural modal harmonics-based analysis is acquiring more and more relevance. In this paper, we propose a fully custom master multi-slave system used for SHM purposes, capable of acquiring data from six different channels coming from two independent accelerometers suitably configured as to synchronously produce spectrograms and static trim of the monitored structure. A test of the system has been performed on a modular structure subject to random perturbation. Time and frequency domain results were analyzed before and after structural alterations. Their effects were studied in a 500 Hz bandwidth, showing a drift in the resonant frequency of the structure from 145 Hz to 152 Hz, and, additionally, a harmonic displacement: medium-frequency components experienced a 50 Hz drift, while low-frequency components collapsed into two harmonics at 60 Hz and 90 Hz. These tests proved the system's functionality and the feasibility of this method for structural integrity analysis and, eventually, damage evaluation.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据