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A novel non-destructive testing method based on local contact stiffness detection

机译:一种基于局部接触刚度检测的新型非破坏性测试方法

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We proposed a novel non-destructive testing (NDT) method using the local contact stiffness (LCS) as the identification parameter, which is detected by a homemade NDT system containing a self-exciting and self-sensing piezoelectric unimorph cantilever. When the cantilever is pressed in contact with a testing sample, the LCS of the sample can be obtained by tracking the contact resonance frequency of the cantilever-sample system. Finite element analysis shows that LCS is fairly sensitive to typical subsurface defects including voids, cracks, inclusions, and delamination. Experimental investigations using our homemade system indicate that this LCS-based NDT method is very effective in detecting the above-mentioned defects, especially in thin-wall structures. The LCS detection sensitivity is specially analysed and it is found that the stiffer the sample is, the stiffer the cantilever is required. We also examined the delamination detection limit and the practical lateral resolution, which are finalized to be about 2mm and better than 0.5mm, respectively. The proposed LCS-based NDT method can be regarded as a sensitive palpation method, which is very promising for subsurface defects detection in both industrial and medical diagnosis.
机译:我们提出了一种使用局部接触刚度(LCS)作为识别参数的新型非破坏性测试(NDT)方法,其由包含自激励和自感应压电单身悬臂的自制NDT系统检测。当悬臂与测试样品接触时,通过跟踪悬臂样系统的接触谐振频率,可以获得样品的LCS。有限元分析表明,LCS对典型的地下缺陷相当敏感,包括空隙,裂缝,夹杂物和分层。使用我们的自制系统的实验研究表明,基于LCS的NDT方法非常有效地检测上述缺陷,特别是在薄壁结构中。 LCS检测灵敏度专门分析,发现样品的变硬是,需要悬臂。我们还研究了分层检测极限和实际横向分辨率,最终确定为约2mm,优于0.5mm。所提出的基于LCS的NDT方法可以被视为敏感的触觉方法,这对于工业和医学诊断的地下缺陷是非常有前途的。

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