Simulation method for calculating dynamic response of EACLD central rigid body-cantilever beam model
A technology of dynamic response and simulation method, applied in the direction of calculation, special data processing applications, instruments, etc., can solve the problems of error, the influence cannot be ignored, and the quality of the edge and end elements is not considered, and the effect of small error is achieved.
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[0066] The present invention will be further introduced below in conjunction with the accompanying drawings and specific embodiments. It is obvious that the described embodiment is only a certain specific embodiment of the present invention. All other embodiments obtained under the premise all belong to the protection scope of the present invention.
[0067] The embodiment of the present invention discloses a simulation method for calculating the dynamic response of the EACLD central rigid body-cantilever beam model, the specific method is as follows:
[0068] Step 1. For the EACLD central rigid body-cantilever beam model, the mass of the additional mass point is 0 and 0.005Kg, and the equivalent spring stiffness k is 10 6 N / m, proportional control gain K p , derivative control gain K d 1 and -0.005 respectively, the coverage rate of the active and passive control layers is 60%, the initial driving torque τ=0.5N m, the number of modes is 4, the simulation time is 0.5 seconds...
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