A damage detection method for plate structures based on dynamic strain measurements

Yangyang Ding, Jieming Yin, Wenlin Liao, Liu Hong
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Abstract

As one of the most used fundamental components, the plate structure is commonly employed in the civil and mechanical engineering fields. However, due to the harsh external environmental impact or manual factors, plate structures may be damaged during their design service life, which even threatens the safe operation of the overall system. Therefore, it is necessary to develop the health condition monitoring technique to diagnose the defect for the plate structure. In this paper, a theoretical model of the plate structure is derived based on the perturbation method to study the changes of the modal characteristics caused by the structural damages. It is found that the variation of strain mode shapes is sensitive to the damages. Based on this fact, a response-only diagnostic system for the plate structure is proposed that applies a fiber Bragg grating based strain sensing network to capture the dynamic response and then obtain the strain mode information from the captured response to locate the damage position. The performance of the proposed diagnostic system is validated by a laboratory test bed.
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基于动态应变测量的板结构损伤检测方法
板结构作为一种应用最广泛的基础构件,在土木工程和机械工程领域中应用最为广泛。然而,由于恶劣的外部环境影响或人为因素,板式结构在设计使用寿命期间可能会遭到破坏,甚至威胁到整个系统的安全运行。因此,有必要发展健康状态监测技术来诊断钢板结构的缺陷。本文基于摄动法建立了板结构的理论模型,研究了结构损伤引起的模态特性变化。结果表明,应变模态振型的变化对损伤非常敏感。基于此,提出了一种基于光纤布拉格光栅应变传感网络的板结构全响应诊断系统,该系统通过捕获板结构的动态响应,获取板结构的应变模态信息,从而定位损伤位置。所提出的诊断系统的性能通过实验室测试平台进行了验证。
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