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Vehicle-Assisted Techniques for Health Monitoring of Bridges

Journal

SENSORS
Volume 20, Issue 12, Pages -

Publisher

MDPI
DOI: 10.3390/s20123460

Keywords

structural health monitoring (SHM); drive-by damage detection; indirect structural health monitoring; weigh in motion (WIM); bridge weigh in motion (BWIM); vehicle bridge interaction (VBI)

Funding

  1. Ministry of Higher Education, Malaysia through the Fundamental Research Grant Scheme [4F800]
  2. Ministry of Higher Education, Malaysia through the HICOE Grant [4J224]
  3. Universiti Teknologi Malaysia (UTM) through the Fundamental Research Grant Scheme [4F800]
  4. Universiti Teknologi Malaysia (UTM) through the HICOE Grant [4J224]
  5. Ministry of Education, Youth, and Sports of the Czech Republic [CZ.02.1.01/0.0/0.0/16_025/0007293]
  6. European Union (European Structural and Investment Funds Operational Program Research, Development, and Education) [CZ.02.1.01/0.0/0.0/16_025/0007293]

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Bridges are designed to withstand different types of loads, including dead, live, environmental, and occasional loads during their service period. Moving vehicles are the main source of the applied live load on bridges. The applied load to highway bridges depends on several traffic parameters such as weight of vehicles, axle load, configuration of axles, position of vehicles on the bridge, number of vehicles, direction, and vehicle's speed. The estimation of traffic loadings on bridges are generally notional and, consequently, can be excessively conservative. Hence, accurate prediction of the in-service performance of a bridge structure is very desirable and great savings can be achieved through the accurate assessment of the applied traffic load in existing bridges. In this paper, a review is conducted on conventional vehicle-based health monitoring methods used for bridges. Vision-based, weigh in motion (WIM), bridge weigh in motion (BWIM), drive-by and vehicle bridge interaction (VBI)-based models are the methods that are generally used in the structural health monitoring (SHM) of bridges. The performance of vehicle-assisted methods is studied and suggestions for future work in this area are addressed, including alleviating the downsides of each approach to disentangle the complexities, and adopting intelligent and autonomous vehicle-assisted methods for health monitoring of bridges.

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