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Size-dependent pull-in phenomena in nonlinear microbridges

Rahaeifard, M ; Sharif University of Technology | 2012

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  1. Type of Document: Article
  2. DOI: 10.1016/j.ijmecsci.2011.11.011
  3. Publisher: 2012
  4. Abstract:
  5. This paper investigates the deflection and static pull-in of microbridges based on the modified couple stress theory, a non-classic continuum theory able to predict the size effects for structures in micron and sub-micron scales. The beam is modeled using EulerBernoulli beam theory and the nonlinearities caused by mid-plane stretching have been considered. It is shown that modified couple stress theory predicts size dependent normalized deflection and pull-in voltage for microbeams while according to classical theory the normalized behavior of microbeams is independent of the size of the beam. According to results, when the thickness of the beam is in order of length scale of the beam material, the difference between the results given by modified couple stress theory and those predicted by classical theory is considerable
  6. Keywords:
  7. Microbridge ; Modified couple stress theory ; Size dependent behavior ; Static pull-in ; Beam material ; Classical theory ; Continuum theory ; Couple stress theory ; Euler Bernoulli beam theory ; Length scale ; Micro beams ; Micro-bridge ; Microbridges ; Pull-in ; Pull-in voltage ; Size dependent ; Size effects ; Static pull-in ; Submicron scale ; Civil engineering ; Mechanical engineering ; Continuum mechanics
  8. Source: International Journal of Mechanical Sciences ; Volume 54, Issue 1 , January , 2012 , Pages 306-310 ; 00207403 (ISSN)
  9. URL: http://www.sciencedirect.com/science/article/pii/S0020740311002463