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Structural Health Monitoring using deep learning with optimal finite element model generated data

机译:利用深度学习利用最优有限元模型生成数据的结构健康监测

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摘要

Identifying damage through Structural Health Monitoring (SHM) methods is increasingly attracting attention due to multiple maintenance and failure prevention applications. In order to create reliable SHM systems for structural damage identification (DI) tasks, access to large amounts of data containing measured structural responses is usually necessary. The data acquisition is mostly based on direct experimental responses up to now and requires time consuming measurements in various working and ambient conditions of the structure. In the present work, a novel SHM method is tested where all data is solely derived from FE calculated responses, after an initial experimental cost for FE model updating on the healthy structure state. The proposed method can be especially applied in cases where specific damage types are expected or anomalies are adequately defined so they can be effectively simulated by FE models. Origin of such models may then be the healthy experimental status. To test the proposed SHM system, the optimal FE model of an experimental benchmark linear beam structure is constructed, simulating an undamaged condition. In order to check the robustness of the proposed method the damage magnitudes imposed on the benchmark are kept small and combined with random excitations. Next, the optimal FE model is used for generating labeled SHM vibration data through a repetitive load case scheme which also includes uncertainties simulation. The data derived from the optimal FE model is finally used to train a Deep Learning (DL) Convolutional Neural Network (CNN) classifier which is after experimentally validated on the benchmark structure. The optimal FE generated data proves to be able to train an accurate CNN that can predict adequately the experimental benchmark states. A comparison is also given with a CNN trained by the corresponding nominal FE model data which is found not reliable on the experimental validations. The presented combination of optimal FE and DL is a potential solution for future SHM tools and further investigation is encouraged.
机译:通过结构健康监测(SHM)方法造成损坏越来越多地引起了由于多种维护和预防应用而引起的关注。为了为结构损坏识别(DI)任务创建可靠的SHM系统,通常需要访问大量包含测量的结构响应的数据。数据采集​​主要基于直接实验响应,并需要在结构的各种工作和环境条件下耗时测量。在本作工作中,测试了一种新颖的SHM方法,其中所有数据都仅从FE计算的响应中衍生出FE模型更新的健康结构状态。在预期或异常被充分定义的情况下,可以特别应用该方法,以便通过FE模型有效地模拟它们。然后,这些模型的起源可以是健康的实验状态。为了测试所提出的SHM系统,构造了实验基准线性光束结构的最佳FE模型,模拟了未损坏的条件。为了检查所提出的方法的稳健性,对基准标记施加的损坏大小保持小并与随机激励结合。接下来,最佳FE模型用于通过重复的负载壳体方案生成标记的SHM振动数据,其还包括不确定性模拟。源自最佳FE模型的数据最终用于训练深度学习(DL)卷积神经网络(CNN)分类器,该分类器是在实验验证的基准结构上。最佳FE产生的数据证明能够培训准确的CNN,可以预测实验基准状态。还给出了由相应的标称Fe模型数据训练的CNN,发现在实验验证上不可靠的CNN。所呈现的最佳FE和DL的组合是未来SHM工具的潜在解决方案,并鼓励进一步调查。

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