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Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application

机译:基于随机Volterra级数的不确定非线性梁的损伤检测:实验应用

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摘要

The damage detection problem becomes a more difficult task when the intrinsically nonlinear behavior of the structures and the natural data variation are considered in the analysis because both phenomena can be confused with damage if linear and deterministic approaches are implemented. Therefore, this work aims the experimental application of a stochastic version of the Volterra series combined with a novelty detection approach to detect damage in an initially nonlinear system taking into account the measured data variation, caused by the presence of uncertainties. The experimental setup is composed by a cantilever beam operating in a nonlinear regime of motion, even in the healthy condition, induced by the presence of a magnet near to the free extremity. The damage associated with mass changes in a bolted connection (nuts loosed) is detected based on the comparison between linear and nonlinear contributions of the stochastic Volterra kernels in the total response, estimated in the reference and damaged conditions. The experimental measurements were performed on different days to add natural variation to the data measured. The results obtained through the stochastic proposed approach are compared with those obtained by the deterministic version of the Volterra series, showing the advantage of the stochastic model use when we consider the experimental data variation with the capability to detect the presence of the damage with statistical confidence. Besides, the nonlinear metric used presented a higher sensitivity to the occurrence of the damage compared with the linear one, justifying the application of a nonlinear metric when the system exhibits intrinsically nonlinear behavior. (C) 2019 Elsevier Ltd. All rights reserved.
机译:当在分析中考虑结构的固有非线性行为和自然数据变化时,损坏检测问题将变得更加困难,因为如果采用线性和确定性方法,两种现象都可能与损坏相混淆。因此,这项工作的目标是将Volterra系列的随机版本与新颖性检测方法相结合的实验应用,以在考虑到由于不确定性导致的测量数据变化的情况下,在最初的非线性系统中检测损坏。实验装置由悬臂梁组成,该悬臂梁在自由端附近存在磁铁,即使在健康条件下,也能在非线性运动范围内工作。根据在参考条件和损坏条件下估算的随机Volterra仁对总响应的线性和非线性影响之间的比较,来检测与螺栓连接中的质量变化相关的损坏(螺母松动)。在不同的日期进行实验测量,以向测量的数据添加自然变化。通过随机提议的方法获得的结果与通过Volterra级数的确定性版本获得的结果进行比较,显示了当我们考虑实验数据变化并具有统计置信度的能力来检测损坏的存在时,使用随机模型的优势。此外,所使用的非线性度量与线性度量相比,对损坏的发生具有更高的敏感性,这证明了当系统表现出固有的非线性行为时,可以应用非线性度量。 (C)2019 Elsevier Ltd.保留所有权利。

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