Substructure Vibration NARX Neural Network Approach for Statistical Damage Inference
A damage detection approach is developed using nonlinear autoregressive with exogenous inputs (NARX) neural networks and a statistical inference technique. Within a large spatially extended dynamic system, an instrumented local substructure may be represented by a neural network, to predict the dynamic response of a given sensor from that of its neighbors. Without change in the system properties, the network prediction error will follow a stable statistical distribution. To infer damage, change in the prediction error variance as evaluated by the statistical inference standard F test is utilized as a sensitive indicator. Validation of the described procedure is undertaken using two experimental data sets (from the Los Alamos National Laboratory in Los Alamos, NM). Reduced stiffness and nonlinear response of a mass-spring system is documented in the first set, while joint damage in a frame structure is explored in the second. Favorable results are obtained in both cases with linear/nonlinear and single/multidamage patterns. Overall, the proposed framework may be particularly efficient for large spatially extended sensor network situations, where local condition assessment may be conducted based on the response of a few neighboring sensors.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/07339399
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Supplemental Notes:
- Copyright © 2013 American Society of Civil Engineers
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Authors:
- Yan, Linjun
- Elgamal, Ahmed
- Cottrell, Garrison W
- Publication Date: 2013-6
Language
- English
Media Info
- Media Type: Digital/other
- Features: References;
- Pagination: pp 737-747
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Serial:
- Journal of Engineering Mechanics
- Volume: 139
- Issue Number: 6
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9399
- EISSN: 1943-7889
- Serial URL: http://ascelibrary.org/journal/jenmdt
Subject/Index Terms
- TRT Terms: Neural networks; Statistical inference; Stiffness; Structural health monitoring; Substructures; Vibration
- Uncontrolled Terms: Damage detection
- Subject Areas: Bridges and other structures; Highways; Maintenance and Preservation; I60: Maintenance;
Filing Info
- Accession Number: 01482059
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: May 9 2013 11:27AM