Neural Network-Based Automated Assessment of Fatigue Damage in Mechanical Structures

This paper proposes a methodology for automated assessment of fatigue damage, which has been tested and validated with polycrystalline-alloy (A<i>ℓ</i>7075-T6) specimens on an experimental apparatus. Based on an ensemble of time series of ultrasonic test (UT) data, the proposed procedure...

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Main Authors: Hassan Alqahtani, Asok Ray
Format: Article
Language:English
Published: MDPI AG 2020-12-01
Series:Machines
Subjects:
Online Access:https://www.mdpi.com/2075-1702/8/4/85
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spelling doaj-c5b51ec5238e4702b1404740f90e84252020-12-17T00:03:07ZengMDPI AGMachines2075-17022020-12-018858510.3390/machines8040085Neural Network-Based Automated Assessment of Fatigue Damage in Mechanical StructuresHassan Alqahtani0Asok Ray1Department of Mechanical Engineering, Pennsylvania State University, University Park, PA 16802, USADepartment of Mechanical Engineering, Pennsylvania State University, University Park, PA 16802, USAThis paper proposes a methodology for automated assessment of fatigue damage, which has been tested and validated with polycrystalline-alloy (A<i>ℓ</i>7075-T6) specimens on an experimental apparatus. Based on an ensemble of time series of ultrasonic test (UT) data, the proposed procedure is found to be capable of detecting fatigue-damage (at an early stage) in mechanical structures, which is followed by online evaluation of the associated risk. The underlying concept is built upon two neural network (NN)-based models, where the first NN model identifies the feature of the UT data belonging to one of the two classes: undamaged structure and damaged structure, and the second NN model further classifies an identified damaged structure into three classes: low-risk, medium-risk, and high-risk. The input information to the second NN model is the crack tip opening displacement (CTOD), which is computed by the first NN model via linear regression from an ensemble of optical data, acquired from the experiments. Both NN models have been trained by using scaled conjugate gradient algorithms. The results show that the first NN model classifies the energy of UT signals with (up to) 98.5% accuracy, and that the accuracy of the second NN model is 94.6%.https://www.mdpi.com/2075-1702/8/4/85fatigue damagecrack tip opening displacementdetection and classificationlinear regressionneural network
collection DOAJ
language English
format Article
sources DOAJ
author Hassan Alqahtani
Asok Ray
spellingShingle Hassan Alqahtani
Asok Ray
Neural Network-Based Automated Assessment of Fatigue Damage in Mechanical Structures
Machines
fatigue damage
crack tip opening displacement
detection and classification
linear regression
neural network
author_facet Hassan Alqahtani
Asok Ray
author_sort Hassan Alqahtani
title Neural Network-Based Automated Assessment of Fatigue Damage in Mechanical Structures
title_short Neural Network-Based Automated Assessment of Fatigue Damage in Mechanical Structures
title_full Neural Network-Based Automated Assessment of Fatigue Damage in Mechanical Structures
title_fullStr Neural Network-Based Automated Assessment of Fatigue Damage in Mechanical Structures
title_full_unstemmed Neural Network-Based Automated Assessment of Fatigue Damage in Mechanical Structures
title_sort neural network-based automated assessment of fatigue damage in mechanical structures
publisher MDPI AG
series Machines
issn 2075-1702
publishDate 2020-12-01
description This paper proposes a methodology for automated assessment of fatigue damage, which has been tested and validated with polycrystalline-alloy (A<i>ℓ</i>7075-T6) specimens on an experimental apparatus. Based on an ensemble of time series of ultrasonic test (UT) data, the proposed procedure is found to be capable of detecting fatigue-damage (at an early stage) in mechanical structures, which is followed by online evaluation of the associated risk. The underlying concept is built upon two neural network (NN)-based models, where the first NN model identifies the feature of the UT data belonging to one of the two classes: undamaged structure and damaged structure, and the second NN model further classifies an identified damaged structure into three classes: low-risk, medium-risk, and high-risk. The input information to the second NN model is the crack tip opening displacement (CTOD), which is computed by the first NN model via linear regression from an ensemble of optical data, acquired from the experiments. Both NN models have been trained by using scaled conjugate gradient algorithms. The results show that the first NN model classifies the energy of UT signals with (up to) 98.5% accuracy, and that the accuracy of the second NN model is 94.6%.
topic fatigue damage
crack tip opening displacement
detection and classification
linear regression
neural network
url https://www.mdpi.com/2075-1702/8/4/85
work_keys_str_mv AT hassanalqahtani neuralnetworkbasedautomatedassessmentoffatiguedamageinmechanicalstructures
AT asokray neuralnetworkbasedautomatedassessmentoffatiguedamageinmechanicalstructures
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