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Application of Nonlinear-Modulation Technique for the Detection of Bolt Loosening in Frame Structure

机译:非线性调制技术在框架结构螺栓松动检测中的应用

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摘要

Bolted joints are susceptible to loosening in the vibrational service environment, which would adversely affect the joint structure integrity. In this work, a nonlinear-modulation approach was explored as a potential method to effectively detect bolt loosening at its early stage, by analyzing the modulation spectrum that arises from the nonlinear vibrations caused by the loosening bolts. To reveal the mechanism of nonlinear modulation, a mathematical model was developed. An effective energy-based damage index was formulated based on the high-frequency intrinsic mode functions (IMF), which contains modulation components processed by empirical mode decomposition (EMD). Vibration tests on a frame structure were carried out to investigate the feasibility of the proposed method. The experimental results demonstrated that modulation occurred in the high-frequency region of response signals; it was found that the energy-based damage index can accurately detect nonlinear damage caused by bolt loosening with superb sensitivity.
机译:螺栓连接在振动使用环境中容易松动,这将不利地影响接头结构的完整性。在这项工作中,通过分析由螺栓松动引起的非线性振动产生的调制谱,探讨了一种非线性调制方法作为一种在早期阶段有效检测螺栓松动的潜在方法。为了揭示非线性调制的机理,建立了一个数学模型。基于高频固有模式函数(IMF)制定了有效的基于能量的破坏指数,该函数包含通过经验模式分解(EMD)处理的调制分量。对框架结构进行了振动测试,以研究该方法的可行性。实验结果表明,调制发生在响应信号的高频区域。结果发现,基于能量的损伤指数可以准确地检测出螺栓松动引起的非线性损伤,灵敏度极高。

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