Affiliation:
1. Department of Mechanical Engineering, Indian Institute of Science, Bangalore 560012, India
Abstract
We study an undamped, simply supported, Euler-Bernoulli beam given an instantaneous impulse at a point G, far from its ends. The standard modal solution obscures interesting mathematical features of the initial response, which are studied here using dimensional analysis, an averaging procedure of Zener, a similarity solution for an infinite beam, asymptotics, heuristics, and numerics. Results obtained include short-time asymptotic estimates for various dynamic quantities, as well as a numerical demonstration of fractal behavior in the response. The leading order displacement of G is proportional to t. The first correction involves small amplitudes and fast oscillations: something like t3/2 cost−1. The initial displacement of points away from G is something like t cost−1. For small t, the deformed shape at points x far from G is oscillatory with decreasing amplitude, something like x−2 cosx2. The impulse at G does not cause impulsive support reactions, but support forces immediately afterwards have large amplitudes and fast oscillations that depend on inner details of the impulse: for an impulse applied over a time period ε, the ensuing support forces are of Oε−1/2. Finally, the displacement of G as a function of time shows structure at all scales, and is nondifferentiable at infinitely many points.
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Cited by
6 articles.
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