Applied Mathematics and Mechanics (English Edition) ›› 2026, Vol. 47 ›› Issue (8): 1723-1746.doi: https://doi.org/10.1007/s10483-026-3414-8
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Kai WANG1, Ao CHENG1, Tingting CHEN2, Jiaxi ZHOU1, Zhuang LI1, Shengtao ZHANG3, Li CHENG4(
)
Received:2026-02-25
Revised:2026-05-18
Online:2026-07-31
Published:2026-07-31
Contact:
Li CHENG, E-mail: li.cheng@polyu.edu.hkSupported by:2010 MSC Number:
Kai WANG, Ao CHENG, Tingting CHEN, Jiaxi ZHOU, Zhuang LI, Shengtao ZHANG, Li CHENG. End-to-end analysis of vibration of time-varying mass systems. Applied Mathematics and Mechanics (English Edition), 2026, 47(8): 1723-1746.
Fig. 4
Comparison of analytical and numerical solutions obtained via the variable upper-limit integration method: (a) a=50, (b) a=100, (c) a=223, (d) a=230, and (e) a=240; (f) absolute errors between analytical and numerical solutions at different a, where the maximum absolute errors are as follows: Ea,max=3.65×10−4 for a=50, Ea,max=1.65×10−4 for a=100, and Ea,max=1.5×10−5 for a=223, 230, 240, and Ea,max is evidently larger than 1.5×10−5 (color online)"
Fig. 6
Comparison of numerical and analytical solutions: (a)–(c) system response diagrams for f=0.16, 2, 8 Hz, respectively; (d) time-domain error plots under three operating conditions; (e) box-and-whisker plots of errors from two methods under three operating conditions (Group 1: 1 N, 0.16 Hz; Group 2: 1 N, 2 Hz; Group 3: 1 N, 8 Hz) (color online)"
Fig. 9
Effects of system stiffness on vibration isolation effectiveness: (a)–(c) when k is 12 000 N/m, 10 000 N/m, and 8 000 N/m, respectively, the system transmits force responses within 20–30 s; (d) amplitude bar chart for three key time periods in the time-varying process (the peak value of the response within the given time range); (e) characteristic curve of RMS force transmissibility at different stiffness levels; (f) characteristic curve of RMS transmitted force after transient at different stiffness levels (color online)"
Fig. 10
Effects of excitation frequency on vibration isolation effectiveness: (a) curves of RMS values for transmitted force Ft,rms and excitation force Fe,rms as a function of excitation frequency; (b) vibration isolation threshold frequency ωte and failure time tf as a function of system stiffness; (c) time-domain diagram of force transmission when the vibration isolation system is active, as shown in (a); (d)–(f) complete time-domain curves of force under extreme resonance, with (d) k=8 000 N/m, ωe=2 Hz, (e) k=10 000 N/m, ωe=2.4 Hz, and (f) k=12 000 N/m, ωe=2.6 Hz (color online)"
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