TY - GEN
T1 - Structural damage detection-oriented multi-type sensor placement with multi-objective optimization
T2 - 7th Asia-Pacific Workshop on Structural Health Monitoring, APWSHM 2018
AU - Lin, J. F.
AU - Xu, Y. L.
AU - Zhan, S.
PY - 2018/1/1
Y1 - 2018/1/1
N2 - Different merits and limitations of multi-type sensors often lead to the requirement of multi-objective functions in the optimal sensor placement (OSP), while conflicted objectives are very common because of the limited number of sensors and the complex nature of the problem. A response covariance-based multi-objective multi-type sensor optimal placement method has thus been developed for structural damage detection. To assess the performance of this method, an experimental investigation was performed in this study on a nine-bay three-dimensional frame structure. The sensor placement method was applied to the finite element model of the frame structure to find the optimal sensor placement configuration. These multi-type sensors were then installed on the frame structure in the laboratory according to the determined optimal sensor numbers and positions. Different damage scenarios were then generated on the frame structure, which covered single and multiple damage cases occurring at different locations with different damage severities. Consequently, a series of experiments were carried out to assess the effectiveness of the OSP for damage detection. Besides, the optimal and non-optimal sensor placements were compared to each other. The experimental results show that the optimal multitype sensor placement determined by the proposed method could provide satisfactory results for structural damage detection and that the optimal sensor placement yielded better damage identification than the non-optimal sensor placement.
AB - Different merits and limitations of multi-type sensors often lead to the requirement of multi-objective functions in the optimal sensor placement (OSP), while conflicted objectives are very common because of the limited number of sensors and the complex nature of the problem. A response covariance-based multi-objective multi-type sensor optimal placement method has thus been developed for structural damage detection. To assess the performance of this method, an experimental investigation was performed in this study on a nine-bay three-dimensional frame structure. The sensor placement method was applied to the finite element model of the frame structure to find the optimal sensor placement configuration. These multi-type sensors were then installed on the frame structure in the laboratory according to the determined optimal sensor numbers and positions. Different damage scenarios were then generated on the frame structure, which covered single and multiple damage cases occurring at different locations with different damage severities. Consequently, a series of experiments were carried out to assess the effectiveness of the OSP for damage detection. Besides, the optimal and non-optimal sensor placements were compared to each other. The experimental results show that the optimal multitype sensor placement determined by the proposed method could provide satisfactory results for structural damage detection and that the optimal sensor placement yielded better damage identification than the non-optimal sensor placement.
KW - Damage detection
KW - Multi-objective optimization
KW - Multi-type sensor placement
KW - Response covariance sensitivity
KW - Response independence
UR - http://www.scopus.com/inward/record.url?scp=85064712403&partnerID=8YFLogxK
M3 - Conference article published in proceeding or book
AN - SCOPUS:85064712403
T3 - Proceedings of the 7th Asia-Pacific Workshop on Structural Health Monitoring, APWSHM 2018
SP - 817
EP - 824
BT - Proceedings of the 7th Asia-Pacific Workshop on Structural Health Monitoring, APWSHM 2018
A2 - Su, Zhongqing
A2 - Yuan, Shenfang
A2 - Sohn, Hoon
PB - NDT.net
Y2 - 12 November 2018 through 15 November 2018
ER -