Department of Engineering Science, Babeș-Bolyai University, Str. M. Kogălniceanu 1, 400084 Cluj-Napoca, Romania.
Department of Computer Science, Institute of German Studies, Babeș-Bolyai University, Str. M. Kogălniceanu 1, 400084 Cluj-Napoca, Romania.
Sensors (Basel). 2022 Feb 1;22(3):1118. doi: 10.3390/s22031118.
Damage detection based on modal parameter changes has become popular in the last few decades. Nowadays, there are robust and reliable mathematical relations available to predict natural frequency changes if damage parameters are known. Using these relations, it is possible to create databases containing a large variety of damage scenarios. Damage can be thus assessed by applying an inverse method. The problem is the complexity of the database, especially for structures with more cracks. In this paper, we propose two machine learning methods, namely the random forest (RF), and the artificial neural network (ANN), as search tools. The databases we developed contain damage scenarios for a prismatic cantilever beam with one crack and ideal and non-ideal boundary conditions. The crack assessment was made in two steps. First, a coarse damage location was found from the networks trained for scenarios comprising the whole beam. Afterwards, the assessment was made involving a particular network trained for the segment of the beam on which the crack was previously found. Using the two machine learning methods, we succeeded in estimating the crack location and severity with high accuracy for both simulation and laboratory experiments. Regarding the location of the crack, which was the main goal of the practitioners, the errors were less than 0.6%. Based on these achievements, we concluded that the damage assessment we propose, in conjunction with the machine learning methods, is robust and reliable.
基于模态参数变化的损伤检测在过去几十年中变得流行起来。如今,如果已知损伤参数,就可以使用强大可靠的数学关系来预测固有频率的变化。利用这些关系,可以创建包含大量损伤情况的数据库。因此,可以通过应用逆方法来评估损伤。问题在于数据库的复杂性,特别是对于具有更多裂缝的结构。在本文中,我们提出了两种机器学习方法,即随机森林(RF)和人工神经网络(ANN),作为搜索工具。我们开发的数据库包含带有一个裂缝的棱柱形悬臂梁的损伤情况以及理想和非理想边界条件。损伤评估分两步进行。首先,从针对整个梁的情况训练的网络中找到粗略的损伤位置。然后,针对之前发现裂缝的梁段,使用特定的网络进行评估。使用这两种机器学习方法,我们成功地以高精度估计了模拟和实验室实验中的裂缝位置和严重程度。对于裂缝的位置,这是从业者的主要目标,误差小于 0.6%。基于这些成就,我们得出结论,我们提出的损伤评估与机器学习方法相结合是稳健可靠的。