An Event-Driven Satellite Attitude Control Method
A satellite attitude control and event-driven technology, applied in the field of satellite attitude control, can solve the problems of wasting available resources, increasing the load pressure of data transmission, etc., and achieve the effect of realizing efficient utilization, reducing the number of data packets, and ensuring control performance
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specific Embodiment approach 1
[0023] Specific implementation mode one: a kind of event-driven satellite attitude control method based on the present implementation mode, the specific process is:
[0024] Step 1: Establish the satellite attitude dynamic behavior (satellite rotation process) as a flexible arm model, conduct theoretical analysis on the flexible arm model, and obtain the state space equation of the flexible arm model;
[0025] Step 2: Design hybrid event-driven conditions based on the state-space equation of the flexible arm model;
[0026] Step 3: Based on the mixed event-driven conditions, using the Lyapunov (Lyapunov) stability theory, obtain the conditions to ensure the passivity of the flexible arm model;
[0027] Step 4: Based on the passivity conditions obtained in Step 3, design the controller criterion of the flexible arm model.
specific Embodiment approach 2
[0028] Specific embodiment two: the difference between this embodiment and specific embodiment one is that in the step one, the satellite attitude dynamic behavior (satellite rotation process) is established as a flexible arm model, and the flexible arm model is theoretically analyzed to obtain the flexible arm The state space equation of the model; the specific process is:
[0029] The flexible deformation of the flexible arm is:
[0030]
[0031] Among them, w(x,t) is the elastic deformation of the flexible beam relative to the OXY coordinate system, n in the formula (1) represents the decomposition of the elastic deformation w(x,t) into n vibrations with different frequencies, the so-called n-order mode, n is the number of elastic deformation modes, and the value is a positive integer, is the mode shape function corresponding to the ith mode determined according to the boundary conditions of the flexible beam, q i (t) is the modal coordinate corresponding to the i-th ...
specific Embodiment approach 3
[0063] Specific embodiment three: the difference between this embodiment and specific embodiment one or two is: J, M in the formula 8 θq , M qq 、K qq The expression of is as follows:
[0064]
[0065]
[0066]
[0067]
[0068] The formula 10 in The expression is:
[0069] in
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[0073] Other steps and parameters are the same as those in Embodiment 1 or Embodiment 2.
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