A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration Data

The most important structural element of prestressed concrete (PSC) bridges is the prestressed tendon, and in order to ensure safety of such bridges, it is very important to determine whether the tendon is damaged. However, it is not easy to detect tendon damage in real time. This study proposes a n...

Full description

Bibliographic Details
Main Authors: Kanghyeok Lee, Seunghoo Jeong, Sung-Han Sim, Do Hyoung Shin
Format: Article
Language:English
Published: MDPI AG 2019-04-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/19/7/1633
_version_ 1818000301204963328
author Kanghyeok Lee
Seunghoo Jeong
Sung-Han Sim
Do Hyoung Shin
author_facet Kanghyeok Lee
Seunghoo Jeong
Sung-Han Sim
Do Hyoung Shin
author_sort Kanghyeok Lee
collection DOAJ
description The most important structural element of prestressed concrete (PSC) bridges is the prestressed tendon, and in order to ensure safety of such bridges, it is very important to determine whether the tendon is damaged. However, it is not easy to detect tendon damage in real time. This study proposes a novelty detection approach for damage to the tendons of PSC bridges based on a convolutional autoencoder (CAE). The proposed method employs simulation data from nine accelerometers. The accuracies of CAEs for multi-vehicle are 79.5%–85.8% for 100% and 75% damage severities with all error levels and 50% damage severity without error. However, the accuracies for 50% damage severity with 5% and 10% error levels drop to 69.4%–73.3%. The accuracies of CAEs for single-vehicle ranges from 90.1%–95.1% for all damage severities and error levels that are satisfactory. The findings indicate that the CAE approach for multi-vehicle can be effective when the damages are severe, but not when moderate. Meanwhile, if acceleration data can be obtained for single-vehicle, then the CAE approach can provide a highly accurate and robust method of tendon damage detection in PSC bridges in use, even if the measurement errors are significant.
first_indexed 2024-04-14T03:20:13Z
format Article
id doaj.art-a4c84d26bdcf4bc28553273008ca2e2b
institution Directory Open Access Journal
issn 1424-8220
language English
last_indexed 2024-04-14T03:20:13Z
publishDate 2019-04-01
publisher MDPI AG
record_format Article
series Sensors
spelling doaj.art-a4c84d26bdcf4bc28553273008ca2e2b2022-12-22T02:15:20ZengMDPI AGSensors1424-82202019-04-01197163310.3390/s19071633s19071633A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration DataKanghyeok Lee0Seunghoo Jeong1Sung-Han Sim2Do Hyoung Shin3Department of Civil Engineering, Inha University, Incheon 22212, KoreaSchool of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology, Ulsan 44919, KoreaSchool of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology, Ulsan 44919, KoreaDepartment of Civil Engineering, Inha University, Incheon 22212, KoreaThe most important structural element of prestressed concrete (PSC) bridges is the prestressed tendon, and in order to ensure safety of such bridges, it is very important to determine whether the tendon is damaged. However, it is not easy to detect tendon damage in real time. This study proposes a novelty detection approach for damage to the tendons of PSC bridges based on a convolutional autoencoder (CAE). The proposed method employs simulation data from nine accelerometers. The accuracies of CAEs for multi-vehicle are 79.5%–85.8% for 100% and 75% damage severities with all error levels and 50% damage severity without error. However, the accuracies for 50% damage severity with 5% and 10% error levels drop to 69.4%–73.3%. The accuracies of CAEs for single-vehicle ranges from 90.1%–95.1% for all damage severities and error levels that are satisfactory. The findings indicate that the CAE approach for multi-vehicle can be effective when the damages are severe, but not when moderate. Meanwhile, if acceleration data can be obtained for single-vehicle, then the CAE approach can provide a highly accurate and robust method of tendon damage detection in PSC bridges in use, even if the measurement errors are significant.https://www.mdpi.com/1424-8220/19/7/1633novelty detectionconvolutional autoencoderbridge damageprestress tendonsPSC bridge
spellingShingle Kanghyeok Lee
Seunghoo Jeong
Sung-Han Sim
Do Hyoung Shin
A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration Data
Sensors
novelty detection
convolutional autoencoder
bridge damage
prestress tendons
PSC bridge
title A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration Data
title_full A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration Data
title_fullStr A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration Data
title_full_unstemmed A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration Data
title_short A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration Data
title_sort novelty detection approach for tendons of prestressed concrete bridges based on a convolutional autoencoder and acceleration data
topic novelty detection
convolutional autoencoder
bridge damage
prestress tendons
PSC bridge
url https://www.mdpi.com/1424-8220/19/7/1633
work_keys_str_mv AT kanghyeoklee anoveltydetectionapproachfortendonsofprestressedconcretebridgesbasedonaconvolutionalautoencoderandaccelerationdata
AT seunghoojeong anoveltydetectionapproachfortendonsofprestressedconcretebridgesbasedonaconvolutionalautoencoderandaccelerationdata
AT sunghansim anoveltydetectionapproachfortendonsofprestressedconcretebridgesbasedonaconvolutionalautoencoderandaccelerationdata
AT dohyoungshin anoveltydetectionapproachfortendonsofprestressedconcretebridgesbasedonaconvolutionalautoencoderandaccelerationdata
AT kanghyeoklee noveltydetectionapproachfortendonsofprestressedconcretebridgesbasedonaconvolutionalautoencoderandaccelerationdata
AT seunghoojeong noveltydetectionapproachfortendonsofprestressedconcretebridgesbasedonaconvolutionalautoencoderandaccelerationdata
AT sunghansim noveltydetectionapproachfortendonsofprestressedconcretebridgesbasedonaconvolutionalautoencoderandaccelerationdata
AT dohyoungshin noveltydetectionapproachfortendonsofprestressedconcretebridgesbasedonaconvolutionalautoencoderandaccelerationdata