Complex mode superposition method of non-classically damped systems based on hysteretic damping model with frequency-dependent loss factors
•A time-domain calculation method is proposed based on the hysteretic damping model with frequency-dependent loss factors.•The proposed method can be applied for a hybrid structure with strong non-proportional damping characteristics.•The discrete natural and external excitation frequencies are both...
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Veröffentlicht in: | Journal of sound and vibration 2024-02, Vol.571, p.118122, Article 118122 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | •A time-domain calculation method is proposed based on the hysteretic damping model with frequency-dependent loss factors.•The proposed method can be applied for a hybrid structure with strong non-proportional damping characteristics.•The discrete natural and external excitation frequencies are both considered in the frequency range of interest.•The proposed method can be applied for the structure whose loss factor is sensitive to frequency changes.•The numerical results are consisted with the test results with different damping characteristics.
For non-classically damped systems, it is easy to construct a damping matrix based on a hysteretic damping model. However, the damped natural frequency is non-physical, and the frequency response function is non-causal. These two drawbacks can be overcome by the hysteretic damping model with frequency-dependent loss factors. In this paper, a complex mode superposition method for non-classically damped systems based on the hysteretic damping model with frequency-dependent loss factors is proposed. Frequency-dependent loss factors of the natural frequencies are considered in the transient vibration response, while frequency-dependent loss factors of the external excitation frequencies are considered in the steady state vibration response. By decoupling complex modes in state space and physical space, non-proportional damping characteristics of hybrid structures can be effectively considered. Therefore, the proposed method can be used to calculate the time-domain dynamic responses of hybrid structures, whose loss factors are sensitive to frequency variation and have strong non-proportional damping characteristics. The time-domain dynamic responses of numerical examples are compared based on different mode superposition methods. Shaking table tests are performed on cantilever plates with different damping characteristics. The numerical and test results validate the proposed method. Moreover, the proposed method has a wide range of applications.
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ISSN: | 0022-460X 1095-8568 |
DOI: | 10.1016/j.jsv.2023.118122 |