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A probabilistic risk-based decision framework for structural health monitoring

机译:基于概率风险的结构健康监测决策框架

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Obtaining the ability to make informed decisions regarding the operation and maintenance of structures, provides a major incentive for the implementation of structural health monitoring (SHM) systems. Probabilistic risk assessment (PRA) is an established methodology that allows engineers to make risk-informed decisions regarding the design and operation of safety-critical and high-value assets in industries such as nuclear and aerospace. The current paper aims to formulate a risk-based decision framework for structural health monitoring that combines elements of PRA with the existing SHM paradigm. As an apt tool for reasoning and decision-making under uncertainty, probabilistic graphical models serve as the foundation of the framework. The framework involves modelling failure modes of structures as Bayesian network representations of fault trees and then assigning costs or utilities to the failure events. The fault trees allow for information to pass from probabilistic classifiers to influence diagram representations of decision processes whilst also providing nodes within the graphical model that may be queried to obtain marginal probability distributions over local damage states within a structure. Optimal courses of action for structures are selected by determining the strategies that maximise expected utility. The risk-based framework is demonstrated on a realistic truss-like structure and supported by experimental data. Finally, a discussion of the risk-based approach is made and further challenges pertaining to decision-making processes in the context of SHM are identified.
机译:获得有关结构和维护结构的明智决策的能力,为实施结构健康监测(SHM)系统提供了重大激励。概率风险评估(PRA)是一种既定的方法,允许工程师对核武器和航空航天等行业的安全关键和高价值资产的设计和运作进行风险明智的决策。目前的纸张旨在制定基于风险的决定框架,用于结构健康监测,将PRA与现有的SHM范例结合起来。作为在不确定性下推理和决策的APT工具,概率图形模型作为框架的基础。该框架涉及将结构的故障模式建模为故障树的贝叶斯网络表示,然后将成本或实用程序分配给故障事件。故障树允许从概率分类器中传递信息来影响决策过程的图表表示,同时还提供可以查询的图形模型内的节点以获得结构内的局部损害状态的边际概率分布。通过确定最大化预期效用的策略来选择结构的最佳行动方案。基于风险的框架在现实的桁架结构上证明并由实验数据支持。最后,对基于风险的方法进行了讨论,并确定了SHM背景下的决策过程的进一步挑战。

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