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Model updating and load identification of satellite structures

Material parameters of a satellite structure’s finite element model were updated according to the natural frequency from experiments. Then based on B-spline functions, the method of annularly distributed dynamic load identification was proposed, which was used to reconstructed the load at the bottom of satellite.

Picture Note
P1 The change of parameters in model updating
P2 MAC diagram after model updating, indicating that modes of the updated model are highly consistent with that of experiment
P3 Identification results of power spectral density of annular random load
P4 Spatial distribution identification results of annular random loads