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Probabilistic Model Updating for Sizing of Hole-Edge Crack Using Fiber Bragg Grating Sensors and the High-Order Extended Finite Element Method

机译:光纤布拉格光栅和高阶扩展有限元方法对孔边缘裂纹尺寸的概率模型更新

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摘要

This paper presents a novel framework for probabilistic crack size quantification using fiber Bragg grating (FBG) sensors. The key idea is to use a high-order extended finite element method (XFEM) together with a transfer (T)-matrix method to analyze the reflection intensity spectra of FBG sensors, for various crack sizes. Compared with the standard FEM, the XFEM offers two superior capabilities: (i) a more accurate representation of fields in the vicinity of the crack tip singularity and (ii) alleviation of the need for costly re-meshing as the crack size changes. Apart from the classical four-term asymptotic enrichment functions in XFEM, we also propose to incorporate higher-order functions, aiming to further improve the accuracy of strain fields upon which the reflection intensity spectra are based. The wavelength of the reflection intensity spectra is extracted as a damage sensitive quantity, and a baseline model with five parameters is established to quantify its correlation with the crack size. In order to test the feasibility of the predictive model, we design FBG sensor-based experiments to detect fatigue crack growth in structures. Furthermore, a Bayesian method is proposed to update the parameters of the baseline model using only a few available experimental data points (wavelength versus crack size) measured by one of the FBG sensors and an optical microscope, respectively. Given the remaining data points of wavelengths, even measured by FBG sensors at different positions, the updated model is shown to give crack size predictions that match well with the experimental observations.
机译:本文提出了使用光纤布拉格光栅(FBG)传感器进行概率裂纹尺寸量化的新框架。关键思想是使用高阶扩展有限元方法(XFEM)和传递(T)矩阵方法来分析FBG传感器针对各种裂缝尺寸的反射强度光谱。与标准FEM相比,XFEM具有两项卓越的功能:(i)更精确地表示裂纹尖端奇异点附近的磁场;(ii)随裂纹尺寸的变化而减少了昂贵的重新啮合需求。除了XFEM中的经典四项渐近富集函数外,我们还建议合并高阶函数,以进一步提高反射强度谱所基于的应变场的精度。提取反射强度光谱的波长作为损伤敏感量,并建立具有五个参数的基线模型以量化其与裂纹尺寸的相关性。为了检验预测模型的可行性,我们设计了基于FBG传感器的实验来检测结构中的疲劳裂纹扩展。此外,提出了一种贝叶斯方法来仅使用分别由FBG传感器和光学显微镜之一测量的几个可用实验数据点(波长与裂缝尺寸)来更新基线模型的参数。给定波长的其余数据点,即使是由FBG传感器在不同位置进行测量,更新后的模型也可以给出与实验观察结果非常吻合的裂缝尺寸预测。

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