Applied Mathematics and Mechanics (English Edition) ›› 2024, Vol. 45 ›› Issue (10): 1749-1772.doi: https://doi.org/10.1007/s10483-024-3165-7
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Peng SHENG, Xin FANG*(), Dianlong YU, Jihong WEN
Received:
2024-04-13
Online:
2024-10-03
Published:
2024-09-27
Contact:
Xin FANG
E-mail:xinfangdr@sina.com
Supported by:
2010 MSC Number:
Peng SHENG, Xin FANG, Dianlong YU, Jihong WEN. Nonlinear metamaterial enabled aeroelastic vibration reduction of a supersonic cantilever wing plate. Applied Mathematics and Mechanics (English Edition), 2024, 45(10): 1749-1772.
Fig. 3
Flutter characteristics of the cantilever plate with Mach number Ma=3 and attack angle α=0: (a) the velocity-real part curve (V-ηf) of the pure plate and LAM plate; (b) the velocity-imaginary part curve (V-ωf) of the pure plate and LAM plate; (c) the comparison of bifurcation diagram in terms of local amplitude extremes among the pure plate, LAM plate, and NAM plate; (d) the time-domain responses of the NAM plate (color online)"
Fig. 6
Post-flutter vibration of the NAM plate: (a) the maximum amplitude Wmax of the pure plate, LAM plate, and NAM plate at different freestream velocities; (b) the time-domain responses for V=3 230 m/s; (c) Wmax of the NAM plate with different nonlinear stiffnesses kn; (d) Wmax of the NAM plate with different mass ratios εm for kn=1× 1011 N/m3 (color online)"
Fig. 8
Comparison of (a)-(c) the vibration responses W at different freestream velocities and (d)-(f) time-domain responses for V=1 000 m/s of the pure plate, LAM plate, and NAM plate: (a) and (d) f=43 Hz (the first-order resonance frequency); (b) and (e) f=104 Hz (the second-order resonance frequency); (c) and (f) f=193 Hz (the third-order resonance frequency) (color online)"
Fig. 9
Vibration amplitude W of the pure plate, LAM plate, and NAM plate at different freestream velocities. F0 linearly increases from 1 N to 3 000 N when increasing V from 0 m/s to 3 000 m/s: (a) excitation frequency f=43 Hz (the first-order resonance frequency) and (b) f=104 Hz (the second-order resonance frequency) (color online)"
Fig. 10
Frequency response curves of the NAM plate. Comparison of the vibration response W/F0 between the pure plate and NAM plate for V=0 m/s: (a) kn=1× 1012 N/m3; (b) kn=1× 1015 N/m3; (c) the comparison of the vibration reduction effects among the pure plate, LAM plate, and NAM plate, where the locally resonant bandgaps are marked in the panel; (d) dispersion curves of the linear metamaterial plate below 80 Hz. The local resonant bandgap (29 Hz-35 Hz) is induced by the vibration of mr (color online)"
Fig. 12
Bifurcations of nonlinear resonances of the NAM plate. Responses of nonlinear resonance in (a) 20 Hz-60 Hz, (b) 95 Hz-115 Hz, and (c) 180 Hz-205 Hz when kn=1× 1012 N/m3. Responses of nonlinear resonance in (d) 80 Hz-130 Hz, (e) 225 Hz-270 Hz, and (f) 640 Hz-780 Hz when kn=1× 1015 N/m3. Here, the excitation amplitude is F0=50 N in (a) and (c)-(f) (color online)"
Fig. 13
Effects of freestream velocity V and load amplitude F0 on the pre-flutter vibration. Variation trend of vibration response W of (a) the pure plate with V, (b) the NAM plate with V, (c) the variation trend of vibration W/F0 of the NAM plate with F0, and (d) the maximal vibration (W/F0)max of the NAM plate within 10 Hz-70 Hz. The shade of color in (a) and (b) represents W (dB), and the shade of color in (c) represents W/F0 (dB), where the scales in (a) and (b) are identical (color online)"
Fig. 14
The effects of nonlinear stiffness kn on the pre-flutter vibration of the NAM plate: (a) the variation range of kn from 1× 108 N/m3 to 1× 1016 N/m3, where the shade of color represents W (dB); (b) the maximal vibration response Wmax within 10 Hz-70 Hz under different F0; (c) Wmax within 90 Hz-115 Hz; (d) Wmax within 180 Hz-205 Hz (color online)"
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