Skip to main content
Log in

Enhanced dissipation in a double-beam system with a bistable constraint

  • Original
  • Published:
Archive of Applied Mechanics Aims and scope Submit manuscript

Abstract

A practical double-beam system coupled with prestressed linear and buckled beams with fixed–fixed ends is innovatively designed to enhance damping and suppress the dynamic response. Considering nonlinear geometric relations, a linear-bistable coupled model is derived for this system. When the force amplitude of harmonic excitation exceeds the critical value, the double-beam system undergoes chaotic motion, and the vibration energy is distributed over a wide frequency band, which results in a reduction in the vibration amplitude that is much smaller than that of a linear double-beam system with the same damping coefficient and initial stiffness. After the force amplitude of harmonic excitation reaches the upper critical value, the bistable layer enters the state of combined inter- and in-well oscillation, which strongly enhances the dissipation of the viscoelastic core layer and significantly suppresses the vibration of the linear beam. By developing the Melnikov method and the harmonic balance method, the chaotic and non-chaotic edges of the steady-state vibration of this double-beam system can be analytically detected and numerically verified. Numerical studies reveal the influence of the parameters of the viscoelastic layer and axial force on vibration suppression. This investigation provides an adjustable methodology to suppress dynamic responses in beam-type structures.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  1. Pais, T., Boote, D.: Developments of tuned mass damper for yacht structures. Ocean. Eng. 141, 249–264 (2007)

    Article  Google Scholar 

  2. Mohammad, R.P., Hozhabrossadati, S.M.: Analytical and numerical method for free vibration of double-axially functionally graded beams. Compos. Struct. 152, 488–498 (2016)

    Article  Google Scholar 

  3. Arani, A.G., Dashti, P., Amir, S., Yousefi, M.: Nonlinear vibration of coupled nano- and microstructures conveying fluid based on Timoshenko beam model under two-dimensional magnetic field. Acta. Mech. 226(8), 2729–2760 (2015)

    Article  MathSciNet  Google Scholar 

  4. Ghazaryan, D., Burlayenko, V.N., Avetisyan, A., Bhaskar, A.: Free vibration analysis of functionally graded beams with non-uniform cross-section using the differential transform method. J. Eng. Math. 110, 97–121 (2018)

    Article  MathSciNet  Google Scholar 

  5. Pavlović, I., Pavlović, R., Kozić, P., Janevski, G.: Almost sure stochastic stability of a viscoelastic double-beam system. Arch. Appl. Mech 83(11), 1591–1605 (2013)

    Article  Google Scholar 

  6. Fang, H., Meng, X.J., Duan, L.Y., Liu, Y.: Enhanced dissipation of a jacket platform provided by a steel brace containing a multistable bilayered column. Ocean. Eng. 203, 107244 (2020)

    Article  Google Scholar 

  7. Thomas, G., Davis, M., Holloway, D., Roberts, T.: The vibratory damping of large high-speed catamarans. Mar. Struct. 21(1), 1–22 (2008)

    Article  Google Scholar 

  8. Lakes, R.S.: Viscoelastic Materials. Cambridge University Press, Cambridge (2009)

    Book  Google Scholar 

  9. Kandasamy, R., Cui, F., Townsend, N., Foo, C.C., Guo, J., Shenoi, A., Xiong, Y.: A review of vibration control methods for marine offshore structures. Ocean. Eng. 127, 279–297 (2016)

    Article  Google Scholar 

  10. Vergassola, G., Boote, D., Tonelli, A.: On the damping loss factor of viscoelastic materials for naval applications. Ships. Offsh. Struct 13(5–6), 466–475 (2018)

    Article  Google Scholar 

  11. Dai, P.D.: Vibration damping and noise reduction technology. X’ian Jiaotong University Press, X’ian (1988)

    Google Scholar 

  12. Ni, Z.H.: Mechanics of vibration. X’ian Jiaotong University Press, X’ian (1990)

    Google Scholar 

  13. Ibrahim, R.A.: Recent advances in nonlinear passive vibration isolators. J. Sound. Vib. 314(3–5), 371–452 (2008)

    Article  Google Scholar 

  14. Fang, H., Wu, R.X., Duan, L.Y., Liu, Y.: Analytical and numerical investigation of a steel module with a postbuckling transition mechanism for dynamic dissipation. J. Struct. Eng. 146, 04020115 (2020)

    Article  Google Scholar 

  15. Masana, R., Daqaq, M.F.: Electromechanical modeling and nonlinear analysis of axially loaded energy harvesters. J. Vib. Acoust. 133, 011007 (2011)

    Article  Google Scholar 

  16. Nayfeh, A.H.: Linear and Nonlinear Structural Mechanics. Wiley, New Jersey (2004)

    Book  Google Scholar 

  17. Kidambi, N., Harme, R.L., Wang, K.W.: Adaptation of energy dissipation in a mechanical metastable module excited near resonance. J. Vib. Acoust. 138, 011001 (2016)

    Article  Google Scholar 

  18. Romeo, F., Manevitch, L.I., Bergman, L.A., Vakakis, A.: Transient and chaotic low-energy transfers in a system with bistable nonlinearity. Chaos 25, 053109 (2015)

    Article  MathSciNet  Google Scholar 

  19. Jin, X.D., Xia, L.J.: Vibration of ship. Shanghai Jiaotong University Press, Shanghai (2011)

    Google Scholar 

  20. Masana, R., Daqaq, M.F.: Relative performance of a vibratory energy harvester in mono- and bi-stable potentials. J. Sound. Vib. 330, 6036–6052 (2011)

    Article  Google Scholar 

  21. Li, D.J., Fang, H., Duan, L.Y.: High structural damping based on the internal snap-buckling mechanism of a continuous metal module. Mech. Res. Commun. 105, 103514 (2020)

    Article  Google Scholar 

  22. Ziaee, S.: The steady-state response of size-dependent functionally graded nanobeams to subharmonic excitation. J. Eng. Math. 104, 19–39 (2017)

    Article  MathSciNet  Google Scholar 

Download references

Acknowledgments

This work was supported by the NSFC (51979258).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hui Fang.

Ethics declarations

Conflict of interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Fang, H., Liu, Z. & Duan, L. Enhanced dissipation in a double-beam system with a bistable constraint. Arch Appl Mech 92, 885–901 (2022). https://doi.org/10.1007/s00419-021-02079-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00419-021-02079-w

Keywords

Navigation