Stress induced degradation dynamics in complex networks

M. Schlapfer, S. Dietz, Manuel Kaegi
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引用次数: 11

Abstract

Wide-area breakdowns of infrastructure networks often result from an initial, relatively slow system degradation that eventually evolves into a fast and uncontrollable failure propagation sequence, as has been observed on cascading line outages within electric power grids. In order to study the global dynamics of such failure processes in complex networks we introduce a generic model which considers two stress induced component outage types differing from each other in their time-scale. In the first case the failure is due to an increase in the nodal stress above a critical level and occurs after a small time delay. In analogy to an accelerated ageing process, the second failure type takes the whole history of stress into account. The two failure modes are coupled by simple differential equations. The focus of this paper is set on the influence of different topologies on the progression of the two failure types in time and on the resulting node outage sequence leading to network collapse. Furthermore, the importance of the different model parameters are discussed.
复杂网络中应力诱导的退化动力学
基础设施网络的广域故障通常是由一个初始的、相对缓慢的系统退化导致的,最终演变成一个快速的、不可控的故障传播序列,正如在电网内的级联线路中断中所观察到的那样。为了研究复杂网络中这种失效过程的全局动力学,我们引入了一个通用模型,该模型考虑了在时间尺度上彼此不同的两种应力引起的部件中断类型。在第一种情况下,破坏是由于节点应力增加到临界水平以上,并在一小段时间延迟后发生。与加速老化过程类似,第二种破坏类型考虑了整个应力历史。两种失效模式通过简单的微分方程耦合。本文的重点是不同的拓扑结构对两种故障类型在时间上的进展的影响,以及由此导致的节点中断顺序导致网络崩溃。此外,还讨论了不同模型参数的重要性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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