Geometrical Nonlinear Analysis of Slender Micro Arch-Beams Pulled by Magnetic Loadings
Author:
Affiliation:
1. Department of Architecture, Tamkang University, New Taipei City 25137, TAIWAN
2. Dept. of Harbor and River Engineering, Nat ional Taiwan Ocean University , Keelung, TAIWAN
Abstract
Publisher
World Scientific and Engineering Academy and Society (WSEAS)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Reference6 articles.
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2. Collenz, A., De Bona, F., Gugliotta, A., Som`a, A., Large deflections of microbeams under electrostatic loads, J. Micromech. Microeng., 2004; 14, 365–373.
3. Zhang Y., Wang Y., Li Z., Huang Y., Li D., Snap -Through and Pull-In Instabilities of an Arch-Shaped Beam Under an Electrostatic Loading, J. Microelectromechical Systems, 2007; 16( 3), 684-69
4. Yang Y.B., Kuo S.R., Theory and Analysis of Nonlinear Framed Structures, Singapore: Prentice Hall; 1994.
5. Yang, Y.B., Lin, S.P., and Leu, L.J., Solution Strategy and Rigid Element for Nonlinear Analysis of Elastically Structures Based on Updated Lagrangian Formulation. Eng. Struct. 2007; 29(6), 1189-1200.
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