Innovative Data Fusion Enabled Structural Health Monitoring Approach

Piezoceramic-based active sensing is a useful approach to structural health monitoring. This approach often involves a large number of distributed piezoceramic transducers. It may be confusing to incorporate each sensor data. It is desired to develop an automated health monitoring approach to obtain...

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Main Authors: Xiukuan Zhao, Ruolin Wang, Haichang Gu, Gangbing Song, Y. L. Mo
Format: Article
Language:English
Published: Hindawi Limited 2014-01-01
Series:Mathematical Problems in Engineering
Online Access:http://dx.doi.org/10.1155/2014/369540
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spelling doaj-d6cee9cf8e3f46da9cf46154654e96f92020-11-24T22:32:28ZengHindawi LimitedMathematical Problems in Engineering1024-123X1563-51472014-01-01201410.1155/2014/369540369540Innovative Data Fusion Enabled Structural Health Monitoring ApproachXiukuan Zhao0Ruolin Wang1Haichang Gu2Gangbing Song3Y. L. Mo4Key Laboratory of Ionospheric Environment, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, ChinaSchool of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, ChinaDepartment of Mechanical Engineering, University of Houston, Houston, TX 77204, USADepartment of Mechanical Engineering, University of Houston, Houston, TX 77204, USADepartment of Civil and Environmental Engineering, University of Houston, Houston, TX 77204, USAPiezoceramic-based active sensing is a useful approach to structural health monitoring. This approach often involves a large number of distributed piezoceramic transducers. It may be confusing to incorporate each sensor data. It is desired to develop an automated health monitoring approach to obtain a comprehensive and accurate health monitoring result by simultaneously interpreting data from all sensors. In this paper, an innovative data fusion enabled structural health monitoring (SHM) approach based on the Dempster-Shafer (D-S) evidence theory is proposed to obtain comprehensive SHM results for a distributed sensor network in a civil infrastructure. Considering that evidence from multiple different information sources (sensor data) has different levels of significance, not all evidence is equivalently effective for the final decision. A weighted fusion damage index (WFDI) is proposed to perform damage identification based on the authors’ recently developed piezoceramic-based smart aggregates. Experimental data of a two-story concrete frame was used to study the effectiveness of the proposed weighted fusion damage index. Analyses show that the proposed weighted fusion damage index can reveal the damage status of different areas of the frame. The results are consistent with the visual inspection of the cracks on the concrete frame.http://dx.doi.org/10.1155/2014/369540
collection DOAJ
language English
format Article
sources DOAJ
author Xiukuan Zhao
Ruolin Wang
Haichang Gu
Gangbing Song
Y. L. Mo
spellingShingle Xiukuan Zhao
Ruolin Wang
Haichang Gu
Gangbing Song
Y. L. Mo
Innovative Data Fusion Enabled Structural Health Monitoring Approach
Mathematical Problems in Engineering
author_facet Xiukuan Zhao
Ruolin Wang
Haichang Gu
Gangbing Song
Y. L. Mo
author_sort Xiukuan Zhao
title Innovative Data Fusion Enabled Structural Health Monitoring Approach
title_short Innovative Data Fusion Enabled Structural Health Monitoring Approach
title_full Innovative Data Fusion Enabled Structural Health Monitoring Approach
title_fullStr Innovative Data Fusion Enabled Structural Health Monitoring Approach
title_full_unstemmed Innovative Data Fusion Enabled Structural Health Monitoring Approach
title_sort innovative data fusion enabled structural health monitoring approach
publisher Hindawi Limited
series Mathematical Problems in Engineering
issn 1024-123X
1563-5147
publishDate 2014-01-01
description Piezoceramic-based active sensing is a useful approach to structural health monitoring. This approach often involves a large number of distributed piezoceramic transducers. It may be confusing to incorporate each sensor data. It is desired to develop an automated health monitoring approach to obtain a comprehensive and accurate health monitoring result by simultaneously interpreting data from all sensors. In this paper, an innovative data fusion enabled structural health monitoring (SHM) approach based on the Dempster-Shafer (D-S) evidence theory is proposed to obtain comprehensive SHM results for a distributed sensor network in a civil infrastructure. Considering that evidence from multiple different information sources (sensor data) has different levels of significance, not all evidence is equivalently effective for the final decision. A weighted fusion damage index (WFDI) is proposed to perform damage identification based on the authors’ recently developed piezoceramic-based smart aggregates. Experimental data of a two-story concrete frame was used to study the effectiveness of the proposed weighted fusion damage index. Analyses show that the proposed weighted fusion damage index can reveal the damage status of different areas of the frame. The results are consistent with the visual inspection of the cracks on the concrete frame.
url http://dx.doi.org/10.1155/2014/369540
work_keys_str_mv AT xiukuanzhao innovativedatafusionenabledstructuralhealthmonitoringapproach
AT ruolinwang innovativedatafusionenabledstructuralhealthmonitoringapproach
AT haichanggu innovativedatafusionenabledstructuralhealthmonitoringapproach
AT gangbingsong innovativedatafusionenabledstructuralhealthmonitoringapproach
AT ylmo innovativedatafusionenabledstructuralhealthmonitoringapproach
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