Euler-Bernoulli beam vibration control method based on backstepping iterative learning
An iterative learning and iterative technology, applied in the field of vibration control of Euler-Bernoulli beams, can solve the problem that the backstep iterative learning control method is rarely reported, achieve less prior knowledge and calculation amount, strong adaptability, Easy to achieve effects
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2020-01-10
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Abstract
Description
technical field
[0001] The invention relates to the technical field of vibration control, in particular to a vibration control method of an Euler-Bernoulli beam based on backstepping iterative learning. Background technique
[0002] Flexible structures are widely used in engineering fields such as robotic arms, mechanical engineering, and spacecraft because of their advantages such as light weight and low energy consumption. In the research of systems such as flexible manipulators, flexible risers, and flexible satellites, Euler-Bernoulli beams are often used as the basic model of these flexible structural systems. However, due to the external disturbance, the Euler-Bernoulli beam will produce elastic deformation, and then produce long-term continuous elastic vibration, which will affect the normal operation of the system and become an obstacle to the application of flexible structures in the engineering field. Therefore, how to reduce or eliminate the elastic deformation a...
Examples
Embodiment
[0054] refer to figure 1 , figure 1 It is a flow diagram of the vibration control method of the Euler-Bernoulli beam based on backstepping iterative learning disclosed in the embodiment of the present invention, including the following steps:
[0055] S101. According to the dynamic characteristics of the Euler-Bernoulli beam, construct the dynamic model of the Euler-Bernoulli beam system.
[0056] as attached image 3 As shown, a typical Euler-Bernoulli beam system, the left boundary of the flexible beam is fixed at the coordinate origin, and the boundary controller u(t) and the external unknown disturbance d(t) act on the right side of the flexible beam side. The length of the flexible beam is L, and its vibration displacement is w(x, t).
[0057] The dynamic equation of the Euler-Bernoulli beam structure is as follows:
[0058]
[0059] in, Represent the first and second derivatives of w(x, t) with respect to time, w'(x, t), w"(x, t), w"'(x, t), w""(x, t ) represe...