Evaluation of threshold level of change in impedance signature for incipient, moderate and severe damages in structural system

Arpit Singh , Hemant Singh Parihar , Rama Shanker
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Abstract

Structures play a major role in the economic growth of any developing nation; therefore, regularly monitoring their health is very important. Structural health monitoring is a technique that identifies the presence, location, severity of damage, and the remaining lifespan of a structure. Electro-mechanical impedance technique is an advance SHM technique using smart material. Unlike traditional, sensor-based, methods can only provide indirect data, like strain or load history, which doesn’t directly show level of damage whereas EMI techniques directly detect structural damage, which is obviously a more realistic approach. These lead-zirconium titanate transducers are used twice: as generators of stress waves and as the sensors that respond to these when they travel about the structure. Traditional EMI techniques can identify whether damage is present but cannot estimate the extent of damage. Statistical analysis techniques like root mean square deviation are employed for measuring the magnitude of change from the original or healthy state of the structure. However, RMSD will only indicate the level of damage but not locate it. This paper proposes a new approach to setting threshold levels for categorizing damage into stages incipient, moderate, and severe based on changes in the structure’s admittance signature. Experiments were conducted on a beam measuring 500×100×100 mm, with controlled artificial damage introduced to simulate varying levels of severity. As continuous damage increases, the equivalent stiffness decreases. By analyzing anomalies in stiffness changes, we can identify threshold levels of damage in incipient, moderate, and severe conditions. The established threshold levels not only support early damage detection but also facilitate more efficient maintenance interventions, ultimately saving lifecycle cost and enhancing overall structural reliability. These findings contribute to structural health monitoring and engineering applications, providing valuable insights for innovative research directions.
结构体系初、中、重度损伤阻抗特征变化阈值评价
结构在任何发展中国家的经济增长中都起着重要作用;因此,定期监测他们的健康是非常重要的。结构健康监测是一种识别结构存在、位置、损伤严重程度和剩余寿命的技术。机电阻抗技术是一种先进的基于智能材料的SHM技术。与传统的基于传感器的方法不同,方法只能提供间接数据,如应变或负载历史,不能直接显示损伤程度,而电磁干扰技术直接检测结构损伤,这显然是一种更现实的方法。这些钛酸铅锆换能器有两种用途:一种是应力波的发生器,另一种是当应力波在结构中传播时对其作出反应的传感器。传统的电磁干扰技术可以识别是否存在损伤,但不能估计损伤的程度。采用均方根偏差等统计分析技术来测量结构从原始或健康状态变化的幅度。然而,RMSD只能显示损伤程度,而不能显示损伤位置。本文提出了一种基于结构导纳特征的变化来设定损伤初期、中度和重度阈值的新方法。在测量500×100×100 mm的梁上进行了实验,并引入了可控的人工损伤来模拟不同程度的严重程度。随着连续损伤的增加,等效刚度减小。通过分析刚度变化的异常情况,我们可以确定初期、中等和严重条件下的损伤阈值水平。所建立的阈值水平不仅可以支持早期损伤检测,还可以促进更有效的维护干预,最终节省生命周期成本并提高整体结构可靠性。这些发现有助于结构健康监测和工程应用,为创新研究方向提供有价值的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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