Within a structural health monitoring (SHM) framework, we propose a simulation-based classification strategy to move towards online damage localization. The procedure combines parametric Model Order Reduction (MOR) techniques and Fully Convolutional Networks (FCNs) to analyze raw vibration measurements recorded on the monitored structure. First, a dataset of possible structural responses under varying operational conditions is built through a physics-based model, allowing for a finite set of predefined damage scenarios. Then, the dataset is used for the offline training of the FCN. Because of the extremely large number of model evaluations required by the dataset construction, MOR techniques are employed to reduce the computational burden. The trained classifier is shown to be able to map unseen vibrational recordings, e.g. collected on-the-fly from sensors placed on the structure, to the actual damage state, thus providing information concerning the presence and also the location of damage. The proposed strategy has been validated by means of two case studies, concerning a 2D portal frame and a 3D portal frame railway bridge; MOR techniques have allowed us to respectively speed up the analyses about 30 and 420 times. For both the case studies, after training the classifier has attained an accuracy greater than 85%.
翻译:在结构健康监测(SHM)框架内,我们提出模拟分类战略,以实现网上损害定位化;该程序将参数模型减少技术(MOR)和全面进化网络(FCNs)结合起来,分析监测结构中记录的原始振动测量;首先,通过物理模型建立在不同操作条件下可能采取的结构性反应的数据集,允许有一套有限的预先界定的损害假设情况;然后,数据集用于FCN的离线培训。由于数据集的构造需要大量的模型评估,MOR技术被用来减少计算负担。经过培训的分类器显示能够绘制看不见的震动记录图,例如从结构上的传感器上现场收集到实际损害状态,从而提供有关损害存在和位置的信息。拟议战略通过两个案例研究,即2D门户框架和3D门户架建铁路桥梁,得到了验证。莫尔技术使我们能够分别加快了大约30和420次的分析。对于两个案例研究来说,在培训达到85 %之后,都实现了更高的精确度。