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A Bayesian methodology for crack identification in structures using strain measurements

机译:使用应变测量的贝叶斯方法识别结构中的裂纹

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摘要

A Bayesian system identification methodology is presented for estimating the crack location, size and orientation in a structure using strain measurements. The Bayesian statistical approach combines information from measured data and analytical or computational models of structural behaviour to predict estimates of the crack characteristics along with the associated uncertainties, taking into account modelling and measurement errors. An optimal sensor location methodology is also proposed to maximise the information that is contained in the measured data for crack identification problems. For this, the most informative, about the condition of the structure, data are obtained by minimising the information entropy measure of the uncertainty in the crack parameter estimates. Both crack identification and optimal sensor location formulations lead to highly non-convex optimisation problems in which multiple local and global optima may exist. A hybrid optimisation method, based on evolutionary strategies and gradient-based techniques, is used to determine the global minima. The effectiveness of the proposed methodologies is illustrated using simulated data from a single crack in a thin plate subjected to static loading.
机译:提出了一种贝叶斯系统识别方法,用于使用应变测量估计结构中的裂纹位置,大小和方向。贝叶斯统计方法结合了来自测量数据和结构行为的分析或计算模型的信息,以预测裂缝特征以及相关的不确定性,同时考虑了建模和测量误差。还提出了一种最佳的传感器定位方法,以最大化用于裂纹识别问题的测量数据中包含的信息。为此,通过最小化裂缝参数估计中不确定性的信息熵测度,可获得有关结构状况的最有用的数据。裂纹识别和最佳传感器位置公式都导致高度非凸的优化问题,其中可能存在多个局部和全局最优。基于进化策略和基于梯度的技术的混合优化方法用于确定全局最小值。使用来自静态载荷的薄板中单个裂纹的模拟数据说明了所提出方法的有效性。

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