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An Approach on How to Determine Key Performance Indicators for Guided Wave Based SHM Systems Based on Numerical Simulation

机译:一种方法:如何确定基于数值模拟的基于波的SHM系统关键性能指标

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Realization of an efficient SHM system for an arbitrarily shaped damage tolerant structure requires a clear understanding of what needs to be monitored. This may be determined through key performance indicators (KPI) being characteristics with respect to a tolerable damage to be monitored. Those characteristics can vary due to different reasons such as a structure's geometry, the shape, size or type of the damage, the type of material and possibly other factors as well. To obtain an appropriate understanding of what a physical principle such as mechanical and hence guided waves does when travelling through a structure, numerical simulation can be of invaluable help. Starting from such a simulation the time domain signals to be monitored in practice can be generated that will subsequently be processed in a sequence of steps ending up in an artificial neural network (ANN) such that KPIs are derived that will then be used to realize an appropriate SHM system in practice. The sequence developed will be demonstrated along two examples, a first one being a plate with a notch grove through which guided waves are sent and the resulting signals are processed considering different algorithms looking at the time domain signal first and then moving onwards to difference of signals, Hilbert transform, oblique polarization filtering, and statistical methods like Auto-Covariance Function (ACF), Linear correlation coefficient, root mean square deviation and mean absolute error. Features of those algorithms are then used to train an ANN, which is finally due to provide the KPIs for signals recorded. The procedure is then applied to a more complex component being a riveted patched repair where it will be shown if the features determined from the simple plate with the notch grove can be simply transferred to the patch repair or what additional simulation work has to be done such that the KPIs can be identified accordingly. Based on these simulations an SHM system is then realized used for validation.
机译:对于任意形状的损伤容限结构的有效SHM系统的实现需要的需要监控什么清醒的认识。这可通过关键性能指标(KPI)为特征相对于被确定为要监视的可容忍的损害。这些特性可由于不同的原因,如结构的几何形状,损伤的形状,尺寸或类型,的材料以及可能的其它因素,以及类型而变化。要获得通过结构旅行时什么,如机械,因此导波物理原理做一个适当的理解,数值模拟可以成为宝贵的帮助。从这样的仿真开始时域信号可以产生,这将随后在在人工神经网络(ANN),使得关键绩效指标导出结束了步骤的顺序进行处理实践被监视,这将随后被用于实现一个适当SHM系统在实践中。开发的序列将沿着两个实例中,第一个是有凹口树林,通过该导波被发送的板被证明并且将所得的信号进行处理考虑在所述时域信号寻找第一不同的算法和然后向前移动到的信号差,希尔伯特变换,斜极化过滤和统计方法,如自动协方差函数(ACF),线性相关系数,均方根差和平均绝对误差。的那些算法特征然后用于训练ANN,这是最后由于对记录的信号提供的KPI。然后该过程被应用到更复杂的组分是铆接修补修复其中如果所述特征从简单板与缺口树丛确定可以简单地转移到补片修补或什么附加模拟工作必须完成,例如将示出该关键绩​​效指标可以相应确定。基于这些模拟那么SHM系统被实现用于验证。

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