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Damage Precursor Based Structural Health Monitoring and Prognostic Framework Using Dynamic Bayesian Network.

机译:使用动态贝叶斯网络的基于损伤前体的结构健康监测和预测框架。

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摘要

Structural health monitoring (SHM), as an essential tool to ensure the health integrity of aging structures, mostly focus on monitoring conventional observable damage markers such as fatigue crack size. However, degradation starts and progressively evolves at microstructural levels much earlier than detection of such indicators. This dissertation goes beyond classical approaches and presents a new SHM framework based on evolution of Damage Precursors, when conventional direct damage indicator, such as crack, is unobservable, inaccessible or difficult to measure. Damage precursor is defined in this research as "any detectable variation in material/ physical properties of the component that can be used to infer the evolution of the hidden/ inaccessible/ unmeasurable damage during the degradation".;Accordingly, the degradation process is to be expressed based on progression of damage precursor through time and the damage state assessment would be updated by incorporating multiple different evidences. Therefore, this research proposes a systematic integration approach through Dynamic Bayesian Network (DBN) to include all the evidences and their relationships.;The implementation of augmented particle filtering as a stochastic inference method inside DBN enables estimating both model parameters and damage states simultaneously in light of various evidences. Incorporating different sources of information in DBN entails advance techniques to identify and formulate the possible interaction between potentially non-homogenous variables. This research uses the Support Vector Regression (SVR) in order to define generally unknown nonparametric and nonlinear correlation between some of the variables in the DBN structure.;Additionally, the particle filtering algorithm is studied more fundamentally in this research and a modified approach called "fully adaptive particle filtering" is proposed with the idea of online updating not only the state process model but also the measurement model. This new approach improves the ability of SHM in real-time diagnostics and prognostics.;The framework is successfully applied to damage estimation and prediction in two real-world case studies of 1) crack initiation in a metallic alloy under fatigue and, 2) damage estimation and prognostics in composite materials under fatigue. The proposed framework is intended to be general and comprehensive such that it can be implemented in different applications.
机译:结构健康监测(SHM)作为确保老化结构健康完整性的重要工具,主要集中于监测常规的可观察到的破坏标记,例如疲劳裂纹尺寸。但是,降解的发生要早于微观结构水平,并且要比检测此类指标早得多。本文超越了经典方法,提出了一种基于损伤前体演变的新的SHM框架,当传统的直接损伤指标(如裂纹)无法观察,难以接近或难以测量时,该框架就可以使用。损坏前体在本研究中被定义为“组件的材料/物理特性的任何可检测的变化,可用于推断降解过程中隐藏的/难以接近的/无法测量的损坏的演变。”因此,降解过程应为根据损坏前体随时间的进展所表达的数据和损坏状态评估将通过合并多个不同证据来更新。因此,本研究提出了一种通过动态贝叶斯网络(DBN)进行系统集成的方法,以涵盖所有证据及其关系。;在DBN内部实施增强粒子滤波作为随机推断方法,可以同时估计模型参数和损伤状态各种证据。在DBN中纳入不同的信息源需要先进的技术来识别和制定潜在的非均匀变量之间可能的相互作用。本研究使用支持向量回归(SVR)来定义DBN结构中某些变量之间通常未知的非参数和非线性相关性。此外,本研究对颗粒过滤算法进行了更基础的研究,并采用了一种称为“提出了“完全自适应粒子滤波”的思想,不仅可以在线更新状态过程模型,还可以在线更新测量模型。这种新方法提高了SHM在实时诊断和预测中的能力。该框架已成功应用于两个真实案例研究中的损伤估计和预测:1)疲劳下金属合金中的裂纹萌生和2)损伤复合材料在疲劳下的应力估计和预测。提议的框架旨在具有通用性和综合性,以便可以在不同的应用程序中实现。

著录项

  • 作者

    Rabiei, Elaheh.;

  • 作者单位

    University of Maryland, College Park.;

  • 授予单位 University of Maryland, College Park.;
  • 学科 Engineering.;Mechanical engineering.
  • 学位 Ph.D.
  • 年度 2017
  • 页码 165 p.
  • 总页数 165
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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