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A Model Predictive Control Strategy for Adaptive Railway Bridges
The life expectancy of bridges depends mainly on the number and amplitude of load cycles experienced. This paper presents an optimal control approach for minimizing the magnitude of train induced vibrations of adaptive bridge structures. The control strategy comprises two parts. First, the a coordin...
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Published in: | IFAC-PapersOnLine 2023-01, Vol.56 (2), p.7686-7691 |
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Main Authors: | , , , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites |
Online Access: | Get full text |
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Summary: | The life expectancy of bridges depends mainly on the number and amplitude of load cycles experienced. This paper presents an optimal control approach for minimizing the magnitude of train induced vibrations of adaptive bridge structures. The control strategy comprises two parts. First, the a coordinate transformation is carried out for each time step at the equilibrium point to exclude the static displacement resulting from the train weight. Second, a model predictive controller (MPC) with state dependent input constraints is designed, that increases the damping of the structure and thus minimizes its vibration amplitudes by employing limited actuator forces. The presented control approach is tested by means of a simulation study. Results show that a 50% increase in damping is achieved through structural adaptation, which could significantly extend the life expectancy of bridge structures. |
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ISSN: | 2405-8963 2405-8963 |
DOI: | 10.1016/j.ifacol.2023.10.1170 |