Damage identification method for beam structures based on multi-scale singular attractor prediction errors
A prediction error and damage identification technology, applied in the processing of detection response signals, measuring devices, instruments, etc., can solve the problems of reducing the accuracy and stability of the singular attractor prediction error method, and achieve accurate beam structure damage identification methods, The effect of high recognition accuracy and strong damage sensitivity
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[0086] In order to verify the effectiveness of a beam structure damage identification method based on the multi-scale singular attractor prediction error of the present invention, a physical model experiment was carried out, and the acceleration response of the beam structure was extracted for analysis.
[0087] refer to figure 1 , in this embodiment, the geometric dimensions of the beam structure are: length L=0.5m, cross-sectional dimension H×B=0.019m×0.012m; physical parameters are: elastic modulus E=1.84×1011Pa, Poisson’s ratio ν=0.3, material density ρ=7750kg / m 3 ;Boundary conditions are one end is fixed and one end is free; the load is excited by hammering, and the excitation position is 45mm away from the free end; the damage position is 133.3mm away from the fixed end; the acceleration response is collected by the Utel data acquisition system, the sensor is 90mm away from the free end, and the sampling frequency It is 1.28kHz, the analysis frequency is 5000Hz, and the...
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