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Published on: April 13, 2016
Nonlinear Coupled Vibration of Electrically Actuated Arch with Flexible Supports
1School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi'an 710129, Shaanxi Province, China. wangze0127@mail.nwpu.edu.cn.
This study investigates the nonlinear vibrations of electrically actuated arch microbeams. Researchers explored resonance phenomena, finding stable motions, double-jumping, hysteresis, and saturation effects.
Area of Science:
- Nonlinear dynamics
- Micro-electromechanical systems (MEMS)
- Vibrational analysis
Background:
- Electrically actuated arch microbeams exhibit complex nonlinear coupled vibrations.
- Understanding these dynamics is crucial for micro-device design and applications.
- Flexible supports introduce additional complexities to microbeam behavior.
Purpose of the Study:
- To investigate the nonlinear dynamics of electrically actuated arch microbeams with flexible supports.
- To analyze the effects of two-to-one internal resonance between the first and second modes.
- To determine equilibrium solutions, stability, and various dynamic phenomena.
Main Methods:
- Utilized the multiple scales method to derive approximate analytical solutions.
- Formulated four first-order ordinary differential equations for amplitude and phase modulation.
- Employed numerical simulations to validate analytical findings.
Main Results:
- Identified stable periodic and modulated motions under primary resonance of the first mode.
- Observed the double-jumping phenomenon.
- Found single-mode and two-mode solutions for primary resonance of the second mode, including double-jumping, hysteresis, and saturation.
Conclusions:
- The multiple scales method effectively captures the complex nonlinear dynamics of arch microbeams.
- Flexible supports and internal resonance significantly influence microbeam vibrational behavior.
- Analytical and numerical results confirm the occurrence of diverse nonlinear phenomena.
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