Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
278052 | International Journal of Solids and Structures | 2013 | 5 Pages |
Abstract
The problem is concerned with the parametric oscillations of a beam subjected to a longitudinal deterministic or stochastic force. The equation, describing the motion of the Euler–Bernoulli beam, is based on the nonlocal elasticity theory and nonlocal damping. The dynamic stability problem is solved for the beam, made from micro- and nano-materials. Asymptotic stability and almost sure asymptotic stability criteria involving a damping coefficient, structure and loading parameters are derived using the method of the maximal Liapunov exponent.
Related Topics
Physical Sciences and Engineering
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Civil and Structural Engineering
Authors
V.D. Potapov,