Dynamic Characteristics of Micro-Beams Considering the Effect of Flexible Supports

• Published in: Sensors (Basel, Switzerland) Vol. 13; no. 12; pp. 15880 - 15897
• Main Authors: Zhong, Zuo-Yang, Zhang, Wen-Ming, Meng, Guang
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 25.11.2013; Molecular Diversity Preservation International (MDPI)
• Subjects: Boundary conditions; dynamics; equivalent stiffness; flexible supports; micro-beams; Neural networks; resonance frequency shift; Sensors; Stress measurement
• ISSN: 1424-8220; 1424-8220
• DOI: 10.3390/s131215880

Normally, the boundaries are assumed to allow small deflections and moments for MEMS beams with flexible supports. The non-ideal boundary conditions have a significant effect on the qualitative dynamical behavior. In this paper, by employing the principle of energy equivalence, rigorous theoretical solutions of the tangential and rotational equivalent stiffness are derived based on the Boussinesq’s and Cerruti’s displacement equations. The non-dimensional differential partial equation of the motion, as well as coupled boundary conditions, are solved analytically using the method of multiple time scales. The closed-form solution provides a direct insight into the relationship between the boundary conditions and vibration characteristics of the dynamic system, in which resonance frequencies increase with the nonlinear mechanical spring effect but decrease with the effect of flexible supports. The obtained results of frequencies and mode shapes are compared with the cases of ideal boundary conditions, and the differences between them are contrasted on frequency response curves. The influences of the support material property on the equivalent stiffness and resonance frequency shift are also discussed. It is demonstrated that the proposed model with the flexible supports boundary conditions has significant effect on the rigorous quantitative dynamical analysis of the MEMS beams. Moreover, the proposed analytical solutions are in good agreement with those obtained from finite element analyses.