Identifying damage in a bridge by analysing rotation response to a moving load
This article proposes a bridge damage detection method using direct rotation measurements. Initially, numerical analyses are carried out on a one-dimensional (1D) simply supported beam model loaded with a single moving point load to investigate the sensitivity of rotation as a main parameter for damage identification. As a result of this study, the difference in rotation measurements due to a single moving point load obtained for healthy and damaged states is proposed as a damage indicator. A relatively simple laboratory experiment is conducted on a 3-m long simply supported beam structure to validate the results obtained from the numerical analysis. The case of multi-axle vehicles is investigated through numerical analyses of a 1D bridge model and a theoretical basis for damage detection is presented. Finally, a sophisticated 3D dynamic finite element model of a 20-m long simply supported bridge structure is developed by an independent team of researchers and used to test the robustness of the proposed damage detection methodology in a series of blind tests. Rotations from an extensive range of damage scenarios were provided to the main team who applied their methods without prior knowledge of the extent or location of the damage. Results from the blind test simulations demonstrate that the proposed methodology provides a reasonable indication of the bridge condition for all test scenarios.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/15732479
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Supplemental Notes:
- © 2019 Informa UK Limited, trading as Taylor & Francis Group. Abstract republished with permission of Taylor & Francis.
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Authors:
- Hester, David
- Brownjohn, James Mark William
- Huseynov, Farhad
- OBrien, Eugene J
- Gonzalez, Arturo
- Casero, Miguel
- Publication Date: 2020-7
Language
- English
Media Info
- Media Type: Web
- Features: Figures; References;
- Pagination: pp 1050-1065
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Serial:
- Structure and Infrastructure Engineering
- Volume: 16
- Issue Number: 7
- Publisher: Taylor & Francis
- ISSN: 1573-2479
- EISSN: 1744-8980
- Serial URL: http://www.tandfonline.com/loi/nsie20
Subject/Index Terms
- TRT Terms: Beams; Bridges; Dynamic loads; Finite element method; Flaw detection; Laboratory tests; Methodology; Numerical analysis; Rotation; Structural health monitoring; Validation
- Subject Areas: Bridges and other structures; Highways; Maintenance and Preservation;
Filing Info
- Accession Number: 01741954
- Record Type: Publication
- Files: TRIS
- Created Date: Jun 8 2020 2:15PM