基于层次贝叶斯更新的相似结构健康监测优化

C. Geara, R. Faddoul, A. Chateauneuf, W. Raphael
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引用次数: 0

摘要

土木工程中最重要的问题之一是在早期阶段检测影响系统性能的结构损伤,以防止任何灾难性后果。结构监测主要采用两种方法:(i)定期检查和(ii)永久监测。然而,当仅依靠检查结果时,无法检测到在两次连续检查之间发生的损坏,根据损坏的严重程度,这可能是危险的。因此,为了获得经济有效的结果,通常建议使用传感器对结构进行永久监测,以便获得有关结构每个单个元素的连续信息。由于此类仪器的实施成本很高,因此必须优化其配置、数量和位置,以便用有限数量的传感器最大限度地检测损坏的可能性。此外,当监视具有至少一个共同属性的类似结构时,可以对该配置进行优化。因此,在本文中,我们提出了一种方法,通过遗传算法优化几个类似结构的传感器配置,并使用获得的数据,以便通过分层近似贝叶斯计算(ABC)相应地更新每个结构的元素属性(即刚度,杨氏模量)。该方法考虑了与传感器结果精度、力学模型和元件退化相关的所有不确定性,并利用对任何结构获得的结果来更新所有其他类似结构的信息,从而节省时间和成本,并给出更准确的结果。通过对两个混凝土框架结构的数值应用来说明所提出的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Structural Health Monitoring Optimization For Similar Structures Using A Hierarchical Bayesian Update
One of the most important issues in civil engineering is the detection of structural damages affecting the system performance at an early stage in order to prevent any catastrophic results. Two main approaches are adopted for structure monitoring: (i) periodical inspections and (ii) permanent monitoring. However, when relying on inspection results only, damages occurring between two consecutive inspections can not be detected which can be dangerous depending on the severity of the damage. Hence, for cost effective results, it is often recommended to permanently monitor structures using sensors in order to have continuous information about every single element of the structure. Since the implementation of such instruments is costly, one must optimize their configuration, number and location wise, in order to maximize the probability of detecting damages with a limited number of sensors. This configuration can be optimized, furthermore, when monitoring similar structures having at least one property in common. Thus, in this paper, we propose a methodology that optimizes the configuration of sensors for several similar structures by a genetic algorithm, and uses the obtained data in order to update, accordingly, the elements’ properties (i.e. The rigidity, the Young modulus) for each structure through a hierarchical Approximate Bayesian Computation (ABC). This methodology considers all uncertainties associated with the precision of the sensors results, the mechanical model and the degradation of the elements and takes advantage of the results obtained for any structure in order to update the information of all other similar structures which could save time, costs, and give more accurate results. A numerical application on two concrete frame structures is presented to illustrate the proposed methodology.
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