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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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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