Sensor Distribution Optimization for Structural Impact Monitoring Based on NSGA-II and Wavelet Decomposition

Optimal sensor placement is a significant task for structural health monitoring (SHM). In this paper, an SHM system is designed which can recognize the different impact location and impact degree in the composite plate. Firstly, the finite element method is used to simulate the impact, extracting nu...

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Main Authors: Peng Li, Liuwei Huang, Jiachao Peng
Format: Article
Language:English
Published: MDPI AG 2018-12-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/18/12/4264
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spelling doaj-800fb5b0ec604af68d074312555bc95d2020-11-25T00:37:30ZengMDPI AGSensors1424-82202018-12-011812426410.3390/s18124264s18124264Sensor Distribution Optimization for Structural Impact Monitoring Based on NSGA-II and Wavelet DecompositionPeng Li0Liuwei Huang1Jiachao Peng2School of Mechatronics & Vehicle Engineering, East China Jiaotong University, Nanchang 330013, ChinaSchool of Mechatronics & Vehicle Engineering, East China Jiaotong University, Nanchang 330013, ChinaSchool of Mechatronics & Vehicle Engineering, East China Jiaotong University, Nanchang 330013, ChinaOptimal sensor placement is a significant task for structural health monitoring (SHM). In this paper, an SHM system is designed which can recognize the different impact location and impact degree in the composite plate. Firstly, the finite element method is used to simulate the impact, extracting numerical signals of the structure, and the wavelet decomposition is used to extract the band energy. Meanwhile, principal component analysis (PCA) is used to reduce the dimensions of the vibration signal. Following this, the non-dominated sorting genetic algorithm (NSGA-II) is used to optimize the placement of sensors. Finally, the experimental system is established, and the Product-based Neural Network is used to recognize different impact categories. Three sets of experiments are carried out to verify the optimal results. When three sensors are applied, the average accuracy of the impact recognition is 59.14%; when the number of sensors is four, the average accuracy of impact recognition is 76.95%.https://www.mdpi.com/1424-8220/18/12/4264structural impact monitoringsensors distribution optimizationNSGA-IIenergy analysis of wavelet bandprincipal component analysis
collection DOAJ
language English
format Article
sources DOAJ
author Peng Li
Liuwei Huang
Jiachao Peng
spellingShingle Peng Li
Liuwei Huang
Jiachao Peng
Sensor Distribution Optimization for Structural Impact Monitoring Based on NSGA-II and Wavelet Decomposition
Sensors
structural impact monitoring
sensors distribution optimization
NSGA-II
energy analysis of wavelet band
principal component analysis
author_facet Peng Li
Liuwei Huang
Jiachao Peng
author_sort Peng Li
title Sensor Distribution Optimization for Structural Impact Monitoring Based on NSGA-II and Wavelet Decomposition
title_short Sensor Distribution Optimization for Structural Impact Monitoring Based on NSGA-II and Wavelet Decomposition
title_full Sensor Distribution Optimization for Structural Impact Monitoring Based on NSGA-II and Wavelet Decomposition
title_fullStr Sensor Distribution Optimization for Structural Impact Monitoring Based on NSGA-II and Wavelet Decomposition
title_full_unstemmed Sensor Distribution Optimization for Structural Impact Monitoring Based on NSGA-II and Wavelet Decomposition
title_sort sensor distribution optimization for structural impact monitoring based on nsga-ii and wavelet decomposition
publisher MDPI AG
series Sensors
issn 1424-8220
publishDate 2018-12-01
description Optimal sensor placement is a significant task for structural health monitoring (SHM). In this paper, an SHM system is designed which can recognize the different impact location and impact degree in the composite plate. Firstly, the finite element method is used to simulate the impact, extracting numerical signals of the structure, and the wavelet decomposition is used to extract the band energy. Meanwhile, principal component analysis (PCA) is used to reduce the dimensions of the vibration signal. Following this, the non-dominated sorting genetic algorithm (NSGA-II) is used to optimize the placement of sensors. Finally, the experimental system is established, and the Product-based Neural Network is used to recognize different impact categories. Three sets of experiments are carried out to verify the optimal results. When three sensors are applied, the average accuracy of the impact recognition is 59.14%; when the number of sensors is four, the average accuracy of impact recognition is 76.95%.
topic structural impact monitoring
sensors distribution optimization
NSGA-II
energy analysis of wavelet band
principal component analysis
url https://www.mdpi.com/1424-8220/18/12/4264
work_keys_str_mv AT pengli sensordistributionoptimizationforstructuralimpactmonitoringbasedonnsgaiiandwaveletdecomposition
AT liuweihuang sensordistributionoptimizationforstructuralimpactmonitoringbasedonnsgaiiandwaveletdecomposition
AT jiachaopeng sensordistributionoptimizationforstructuralimpactmonitoringbasedonnsgaiiandwaveletdecomposition
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