Abstract
The axially translating string has received wide attention due to its adverse effect of transverse vibration on security and stability in engineering. Most of the current literature focuses on classical boundary cases (e.g., fixed boundary, free boundary), while non-classical boundaries, such as damped boundary, spring-damped boundary, and mass-spring-damped boundary, are more relevant because they are in line with engineering practice. Boundary damping has a significant effect on system vibration, and the damping-damping boundary has rarely been studied. Thus, this paper is dedicated to the modeling, calculation and vibration passive control of a translating string with damping at both ends. First, the equations of motion and boundary conditions are deduced according to extended Hamilton’s principle, with the boundary damping forces as the controlling forces. Second, the analytical solutions of vibration response and system energy expressions are derived using the reflected traveling wave superposition method (RTWSM). Next, to stabilize the system under the boundary damping forces, the boundary damping ranges that satisfy the exponential decay of the system energy are obtained. To further solve for optimal damping in the above ranges, RTWSM model and the boundary energy reflection are employed. Finally, the vibration responses of translating strings with different boundary damping values are simulated. The result shows that boundary damping in feasible intervals facilitates vibration attenuation effectively.
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This work was supported by the Natural Science Foundation of Anhui Province [Grant Number 2208085ME130] and the National Natural Science Foundation of China [Grant Numbers 51675150, 51305115]. On behalf of all authors, the corresponding author states that there is no conflict of interest.
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Appendix A. The derivation of governing equation and boundary condition.
Appendix A. The derivation of governing equation and boundary condition.
In order to simplify the derivation, the notation La shown in Eq. (A.1):
Then, according to Eqs. (2) and (3), the following equation is obtained:
We integrate it by parts, the Eq. (A.2) can be written in the following form:
Because the variations at T1 and T2 are zero, i.e., δU(X,T1) = δU(X,T2) = 0, the last term in Eq. (A.3) vanishes. Then, we substitute Eqs. (4), (5) and (A.3) into Eq. (1),
Thus, the governing equation and boundary conditions at X = 0 and X = L are obtained as follows:
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Wu, Y., Chen, E., Dong, G. et al. On vibration and passive control of axially translating string with damping at both ends using reflected traveling wave superposition method. Acta Mech 234, 4917–4937 (2023). https://doi.org/10.1007/s00707-023-03635-x
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DOI: https://doi.org/10.1007/s00707-023-03635-x