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Structural intensity in dual-mode propagation for damage characterization

机译:双模传播中的结构强度用于损伤表征

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In complex structures such as lap joints, extracting the information associated with damage from the measured signal can be challenging. An approach is presented, based on the use of high frequency bursts injected into a structure using an actuator and the measurement of structural intensity using a compact array of sensors, located remotely from the damage. The approach implements structural intensity estimation using the Timoshenko beam formulation, including dual-mode propagation above the cut-off frequency of the A1 Lamb mode. The structural intensity is first expressed within Timoshenko beam theory and the use of the wave decomposition approach is proposed to allow its measurement. Simulations are then conducted to illustrate localized time-domain structural intensity measurement for a burst propagating in a semi-infinite beam with a notch represented by a thickness variation. Results show that below the cut-off frequency, the burst propagates as a shear-dominated wave (mode A0) while a moment-dominated burst also propagates above the cut-off frequency (mode A1). Experimental results show that both shear and moment components of intensity can be measured for frequencies below and above the cut-off frequency and that the notch can be detected. Structural intensity measurement is then applied to the detection of a notch in a simulated lap joint region of a beam. The results demonstrate the potential benefit of using the structural intensity to extract useful information from the dual-mode interference for characterizing the location and depth of the notch.
机译:在诸如搭接的复杂结构中,从测量的信号中提取与损坏相关的信息可能具有挑战性。提出了一种方法,该方法基于使用通过致动器注入到结构中的高频突发以及使用紧凑的传感器阵列(远离损坏位置)测量结构强度的方法。该方法使用Timoshenko束公式实现了结构强度估计,包括在A1 Lamb模式的截止频率以上的双模式传播。首先在Timoshenko梁理论中表达结构强度,并建议使用波分解方法进行测量。然后进行仿真以说明局部时域结构强度测量,该测量用于在半无限光束中传播的,具有由厚度变化表示的凹口的突发。结果表明,在截止频率以下,脉冲串以切变为主波(模式A0)传播,而矩主导的脉冲串也在截止频率以上(模式A1)传播。实验结果表明,对于低于和高于截止频率的频率,都可以测量强度的剪切分量和矩分量,并且可以检测到缺口。然后将结构强度测量应用于梁的搭接区域中的缺口检测。结果表明,使用结构强度从双模干涉中提取有用信息以表征刻槽的位置和深度具有潜在的好处。

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