Abstract
In present study, the modified harmonic balance-alternating frequency/time domain (HB-AFT) method with embedded arc-length continuation method is used to study the nonlinear dynamic characteristics of dual-rotor-bearing system with active elastic support dry friction damper (ESDFD). The friction on the contact interface between ESDFD moving and stationary disks is described by two-dimensional (2D) friction contact model. The dynamic model of dual-rotor is established by conical Timoshenko beam element and rigid disk element, while the inter-shaft bearing force is obtained by Hertz contact model. The reduced order model (ROM) of dual-rotor is constructed by the Craig-Bampton method. Based on the ROM, the modified HB-AFT method with embedded arc-length continuation procedure is used to solve the periodic solutions of dual-rotor system under unbalance excitation. The Floquet theory is employed to determine the stability of periodic solutions. Then the impact of key parameters such as Hertz contact stiffness and radial clearance of inter-shaft bearing, eccentricity of disk, and modal damping ratio on the primary resonance characteristics and inter-shaft bearing dynamic load of the dual-rotor system are revealed without considering ESDFD. Moreover, the influence of ESDFD normal force on the primary resonance peak and inter-shaft bearing dynamic load is investigated with considering ESDFD. The optimal normal force and controllable region for ESDFD to control the vibration under the target mode of dual-rotor system is determined. Furthermore, a control strategy based on altering normal force within the controllable region is designed. Results show that under the proposed control strategy, the damping effect of ESDFD significantly reduces the vibration amplitude of dual-rotor system and mitigates the dynamic load of inter-shaft bearing when passing through the resonance region, completely suppresses the bi-stable phenomenon and vibration jump behavior of dual-rotor system. Accordingly, the structural damage caused by excessive vibration is reduced, which demonstrates promising engineering applications of active ESDFD.
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Abbreviations
- l :
-
Element length
- ρ :
-
Mass density
- ν :
-
Poisson’s ratio
- r i,R i :
-
Inner and outer radii of the element at node i
- r j,R j :
-
Inner and outer radii of the element at node j
- E :
-
Young’s modulus
- G :
-
Shear modulus
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This work was financially supported by the National Science and Technology Major Project (J2019-IV-0005-0073).
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The funding was supported by the National Science and Technology Major Project (J2019-IV-0005-0073).
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Appendices
Appendix A: Dynamic equation of conical beam element
Due to the cross-section parameters vary along axial position of conical beam element, they can be calculated using mean values by assuming the section is short. As a result, transverse shear deformation coefficient can be expressed as follows
where
According to the FEM and Lagrange’s principle, the dynamic matrix for conical beam element can be expressed as follows
in which
The parameters related to geometric dimensions of conical shaft section can be expressed as
in which
Ai and Ii represent the cross-section area and moment of inertia of node i
Appendix B: Geometric and physical parameters of the model
See Table
4,
5,
6,
7 and
8.
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Ouyang, X., Cao, S. & Li, G. Nonlinear dynamics of a dual-rotor-bearing system with active elastic support dry friction dampers. Nonlinear Dyn 112, 7875–7907 (2024). https://doi.org/10.1007/s11071-024-09490-2
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DOI: https://doi.org/10.1007/s11071-024-09490-2