posted on 2023-02-23, 12:18authored byM Bocian, N Nikitas, M Kalybek, M Kużawa, P Hawryszków, J Bień, J Onysyk, J Biliszczuk
The assessment of dynamic performance of large-scale bridges typically relies on the deployment of wired instrumentation systems requiring direct contact with the tested structures. This can obstruct their operation and create unnecessary risks to the involved personnel and equipment. These problems can be readily avoided by using non-contact instrumentation systems. However, the cost of off-the-shelf commercial products often prevents their wide adoption in engineering practice. To this end, the dynamic performance of the biggest one-pylon cable-stayed bridge in Poland is investigated based on data from a consumer-grade digital camera and open access image-processing algorithms. The quality of these data is benchmarked against data obtained from conventional wired accelerometers and a high-end commercial optical motion capture system. Operational modal analysis is conducted to extract modal damping, which has a potential to serve as an indicator of structural health. The dynamic properties of the bridge are evaluated against the results obtained during a proof loading exercise undertaken prior to the bridge opening. It is shown that a vibration monitoring system based on consumer-grade digital camera can indeed provide an economically viable alternative to monitoring the complex time-evolving dynamic behaviour patterns of large-scale bridges.
Funding
Narodowa Agencja Wymiany Akademickiej (NAWA - Polskie Powroty), PPN/PPO/2019/1/00036, Mateusz Bocian; Bolashak International Scholarship of the President of the Republic of Kazakhstan, Maksat Kalybek; Engineering and Physical Sciences Research Council, EP/P017169/1, Nikolaos Nikitas.
History
Citation
Bocian, M., Nikitas, N., Kalybek, M. et al. Dynamic performance verification of the Rędziński Bridge using portable camera-based vibration monitoring systems. Archiv.Civ.Mech.Eng 23, 40 (2023). https://doi.org/10.1007/s43452-022-00582-7