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关于不稳定静态平衡的实验识别

On the experimental identification of unstable static equilibria.

作者信息

Wiebe R, Virgin L N

机构信息

Department of Civil and Environmental Engineering, Box 352700 More Hall , University of Washington , Seattle, WA 98195, USA.

Department of Mechanical Engineering, Box 90300 Hudson Hall , Duke University , Durham, NC 27708, USA.

出版信息

Proc Math Phys Eng Sci. 2016 Jun;472(2190):20160172. doi: 10.1098/rspa.2016.0172.

Abstract

This paper shows how the presence of unstable equilibrium configurations of elastic continua is reflected in the behaviour of transients induced by large perturbations. A beam that is axially loaded beyond its critical state typically exhibits two buckled stable equilibrium configurations, separated by one or more unstable equilibria. If the beam is then loaded laterally (effectively like a shallow arch) it may snap-through between these states, including the case in which the loading is applied dynamically and of short duration, i.e. an impact. Such impacts, if applied at random locations and of random strength, will generate an ensemble of transient trajectories that explore the phase space. Given sufficient variety, some of these trajectories will possess initial energy that is close to (just less than or just greater than) the energy required to cause snap-through and will have a tendency to slowdown as they pass close to an unstable configuration: a saddle point in a potential energy surface, for example. Although this close-encounter is relatively straightforward in a system characterized by a single degree of freedom, it is more challenging to identify in a higher order or continuous system, especially in a (necessarily) noisy experimental system. This paper will show how the identification of unstable equilibrium configurations can be achieved using transient dynamics.

摘要

本文展示了弹性连续体不稳定平衡构型的存在如何在由大扰动引起的瞬态行为中体现出来。一根轴向加载超过其临界状态的梁通常会呈现出两种屈曲稳定平衡构型,中间隔着一个或多个不稳定平衡构型。如果随后对梁施加横向载荷(实际上类似于浅拱),它可能会在这些状态之间突然转变,包括载荷动态施加且持续时间短的情况,即冲击。如果这种冲击在随机位置以随机强度施加,将会产生一系列探索相空间的瞬态轨迹。如果种类足够丰富,这些轨迹中的一些将具有接近(略小于或略大于)引起突然转变所需能量的初始能量,并且当它们靠近不稳定构型(例如势能面上的鞍点)时会有减速的趋势。尽管在以单自由度为特征的系统中这种近距离相遇相对简单,但在高阶或连续系统中识别它更具挑战性,尤其是在(必然)有噪声的实验系统中。本文将展示如何使用瞬态动力学来实现对不稳定平衡构型的识别。

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本文引用的文献

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