Abstract
The nonlinear parametric dynamics of a geometrically imperfect microbeam subject to a time-dependent axial load is investigated in this paper. Based on the Euler-Bernoulli beam theory and the modified couple stress theory, continuous models for kinetic and potential energies are developed and balanced via use of Hamilton's principle. A model reduction procedure is carried out by applying the Galerkin scheme coupled with an assumed-mode technique, yielding a high-dimensional second-order reduced-order model. A linear analysis is performed upon the linear part of the reduced-order model in order to obtain the linear size-dependent natural frequencies. A nonlinear analysis is performed on the reduced-order model using the pseudo-arclength continuation method and a direct time-integration technique, yielding generalised coordinates, and hence the system parametric response. It is shown that, the steady-state frequency-response curves possess a trivial solution, both stable and unstable, throughout the solution space, separated by period-doubling bifurcation points, from which non-trivial solution branches bifurcate.
Original language | English |
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Pages (from-to) | 39-55 |
Number of pages | 17 |
Journal | International Journal of Engineering Science |
Volume | 99 |
Early online date | 6 Dec 2015 |
DOIs | |
Publication status | Published - 1 Feb 2016 |
Keywords
- Dynamics
- Imperfect microbeam
- Modified couple stress theory
- Time-dependent axial load