A two-step method composed of wavelet transform and model updating method for multiple damage diagnosis in beams

In the present study, a two-step approach comprised of wavelet transform and model updating method for multiple structural damage localization and quantification in beams is proposed. The first step is commenced with applying wavelet transform to axial components of mode shapes so as to predict wher...

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Main Authors: Reza Abbasnia, Borhan Mirzaei, Seyedmohamadmahdi Yousefbeik
Format: Article
Language:English
Published: JVE International 2016-05-01
Series:Journal of Vibroengineering
Subjects:
Online Access:https://www.jvejournals.com/article/16721
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spelling doaj-3ec01032254348d9871e5daab22b86fd2020-11-24T23:12:03ZengJVE InternationalJournal of Vibroengineering1392-87162538-84602016-05-011831497151310.21595/jve.2016.1672116721A two-step method composed of wavelet transform and model updating method for multiple damage diagnosis in beamsReza Abbasnia0Borhan Mirzaei1Seyedmohamadmahdi Yousefbeik2Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science and Technology, P.O. Box 16765-163, Tehran, IranCenter of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science and Technology, P.O. Box 16765-163, Tehran, IranSchool of Civil Engineering, Iran University of Science and Technology, Tehran, IranIn the present study, a two-step approach comprised of wavelet transform and model updating method for multiple structural damage localization and quantification in beams is proposed. The first step is commenced with applying wavelet transform to axial components of mode shapes so as to predict where the damages are located. During this step, wavelet transform might mistakenly detect a number of elements as impaired due to both sampling interval and middle support effect. In the next step, by defining a damage sensitive objective function consisting of natural frequencies and mode shapes, damage intensities at predicted locations will be computed via model updating method employing ECBO (Enhanced Colliding Bodies Optimization) algorithm. The problem with mistakenly predicted damaged locations will be addressed by reported damage intensities during the second step. The present study also indicates that this two-step method greatly assists in reducing the number of variables during model updating process leading to more precise results. Three numerical examples with multiple damages and noisy modal data are studied in order to guarantee the efficacy of the method. Moreover, one numerical example is solved with a number of other Meta-Heuristic algorithms including GA (Genetic Algorithm), CSS (Charged System Search), Pattern Search and Cuckoo algorithm whose results are compared to ECBO algorithm with the intention of ensuring the veracity of ECBO results. The results vividly demonstrate that this method is highly efficient even in the presence of noise.https://www.jvejournals.com/article/16721wavelet transformmodel updatingECBO algorithmmiddle support effectsampling intervalDamage DetectionStructural Health Monitoringsampling intervalGenetic AlgorithmPattern Search and Cuckoo algorithm
collection DOAJ
language English
format Article
sources DOAJ
author Reza Abbasnia
Borhan Mirzaei
Seyedmohamadmahdi Yousefbeik
spellingShingle Reza Abbasnia
Borhan Mirzaei
Seyedmohamadmahdi Yousefbeik
A two-step method composed of wavelet transform and model updating method for multiple damage diagnosis in beams
Journal of Vibroengineering
wavelet transform
model updating
ECBO algorithm
middle support effect
sampling interval
Damage Detection
Structural Health Monitoring
sampling interval
Genetic Algorithm
Pattern Search and Cuckoo algorithm
author_facet Reza Abbasnia
Borhan Mirzaei
Seyedmohamadmahdi Yousefbeik
author_sort Reza Abbasnia
title A two-step method composed of wavelet transform and model updating method for multiple damage diagnosis in beams
title_short A two-step method composed of wavelet transform and model updating method for multiple damage diagnosis in beams
title_full A two-step method composed of wavelet transform and model updating method for multiple damage diagnosis in beams
title_fullStr A two-step method composed of wavelet transform and model updating method for multiple damage diagnosis in beams
title_full_unstemmed A two-step method composed of wavelet transform and model updating method for multiple damage diagnosis in beams
title_sort two-step method composed of wavelet transform and model updating method for multiple damage diagnosis in beams
publisher JVE International
series Journal of Vibroengineering
issn 1392-8716
2538-8460
publishDate 2016-05-01
description In the present study, a two-step approach comprised of wavelet transform and model updating method for multiple structural damage localization and quantification in beams is proposed. The first step is commenced with applying wavelet transform to axial components of mode shapes so as to predict where the damages are located. During this step, wavelet transform might mistakenly detect a number of elements as impaired due to both sampling interval and middle support effect. In the next step, by defining a damage sensitive objective function consisting of natural frequencies and mode shapes, damage intensities at predicted locations will be computed via model updating method employing ECBO (Enhanced Colliding Bodies Optimization) algorithm. The problem with mistakenly predicted damaged locations will be addressed by reported damage intensities during the second step. The present study also indicates that this two-step method greatly assists in reducing the number of variables during model updating process leading to more precise results. Three numerical examples with multiple damages and noisy modal data are studied in order to guarantee the efficacy of the method. Moreover, one numerical example is solved with a number of other Meta-Heuristic algorithms including GA (Genetic Algorithm), CSS (Charged System Search), Pattern Search and Cuckoo algorithm whose results are compared to ECBO algorithm with the intention of ensuring the veracity of ECBO results. The results vividly demonstrate that this method is highly efficient even in the presence of noise.
topic wavelet transform
model updating
ECBO algorithm
middle support effect
sampling interval
Damage Detection
Structural Health Monitoring
sampling interval
Genetic Algorithm
Pattern Search and Cuckoo algorithm
url https://www.jvejournals.com/article/16721
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