+++ title = "Active structural vibration control: a review" author = ["Dehaeze Thomas"] draft = false +++ Tags : Reference : (Alkhatib and Golnaraghi 2003) Author(s) : Alkhatib, R., & Golnaraghi, M. F. Year : 2003 ## Process of designing an active vibration control system {#process-of-designing-an-active-vibration-control-system} 1. Analyze the structure to be controled 2. Obtain an idealized mathematical model with FEM or experimental modal analysis 3. Reduce the model order is necessary 4. Analyze the resulting model: dynamics properties, types of disturbances, ... 5. Quantify sensors and actuators requirements. Decide on their types and location 6. Analyze the impact of the sensors and actuators on the overall dynamic characteristics 7. Specify performance criteria and stability tradeoffs 8. Device of the type of control algorythm to be employed and design a controller to meet the specifications 9. Simulate the resulting controlled system on a computer 10. If the controller does not meet the requirements, adjust the specifications or modify the type of controller 11. Choose hardware and software and integrate the components on a pilot plant 12. Formulate experiments and perform system identification and model updating 13. Implement controller and carry out system test to evaluate the performance ## Feedback control {#feedback-control} ### Active damping {#active-damping} The objective is to reduce the resonance peaks of the closed loop transfer function. \\[T(s) = \frac{G(s)H(s)}{1+G(s)H(s)}\\] Then \\(T(s) \approx G(s)\\) except near the resonance peaks where the amplitude is reduced. This method can be realized without a model of the structure with **guaranteed stability**, granted that the actuators and sensors are **collocated**. ### Model based feedback {#model-based-feedback} Objective: keep a control variable (position, velocity, ...) to a desired value in spite of external disturbances \\(d(s)\\). We have \\[\frac{y(s)}{d(s)} = \frac{1}{1+G(s)H(s)}\\] so we need large values of \\(G(s)H(s)\\) in the frequency range where the disturbance has considerable effect. To do so, we need a mathematical model of the system, then the control bandwidth and effectiveness are restricted by the accuracy of the model. Unmodeled structural dynamics may destabilize the system. ## Feedforward Control {#feedforward-control} We need a signal that is correlated to the disturbance. Then feedforward can improve performance over simple feedback control. An adaptive filter manipulates the signal correlated to the disturbance and the output is applied to the system by the actuator. The filter coefficients are adapted in such a way that an error signal is minimized. The idea is to generate a secondary disturbance, which destructively interferes with the effect of the primary distance at the location of the error sensor. However, there is no guarantee that the global response is also reduced at other locations. The method is considered to be a **local technique**, in contrast to feedback which is global. Contrary to active damping which can only reduce the vibration near the resonance, **feedforward control can be effective for any frequency**. The major restriction to the application of feedforward adaptive filtering is the accessibility of a reference signal correlated to the disturbance.