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Absolute stress measurement of structural steel members with ultrasonic shear-wave spectral analysis method

机译:超声剪切波谱分析法测量结构钢构件的绝对应力

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摘要

Absolute stress in structural steel members is an important parameter for the design, construction, and servicing of steel structures. However, it is difficult to measure via traditional approaches to structural health monitoring. The ultrasonic time-of-flight method has been widely studied for monitoring absolute stress by measuring the change in ultrasonic propagation time induced by stress. The time-of-flight of the two separated shear-wave modes induced by birefringence, which is particular to shear waves, is also affected by stress to different degrees. Their synthesis signal amplitude spectrum exhibits a minimum that varies with stress, which makes it a potential approach to evaluating uniaxial stress using the shear-wave amplitude spectrum. In this study, the effect of steel-member stress on the shear-wave amplitude spectrum from the interference of two shear waves produced by birefringence is investigated, and a method of uniaxial absolute stress measurement using shear-wave spectral analysis is proposed. Specifically, a theoretical expression is derived for the shear-wave pulse-echo amplitude spectrum, leading to a formula for evaluating uniaxial absolute stress. Three steel-member specimens are employed to investigate the influence of uniaxial stress on the shear-wave pulse-echo amplitude spectrum. The testing results indicate that the amplitude spectrum changes with stress and that the inverse of the first characteristic frequency in the amplitude spectrum and its corresponding stress exhibit a near-perfect linear relationship. On this basis, the uniaxial absolute stress of steel members loaded by a test machine is measured by the proposed method. Parametric studies are further performed on three groups of steel members made of 65# steel and Q235 steel to investigate the factors that influence the testing results. The results show that the proposed method can measure and monitor steel-members uniaxial absolute stress on the laboratory scale and has potential to be used in practical engineering with specific calibration.
机译:结构钢构件中的绝对应力是钢结构设计,构造和维修的重要参数。但是,很难通过传统的方法来进行结构健康监测。超声飞行时间方法已被广泛研究,它通过测量应力引起的超声传播时间的变化来监测绝对应力。由双折射引起的两个分离的剪切波模式的飞行时间(尤其是剪切波)的飞行时间也受到应力的不同程度的影响。它们的合成信号振幅谱显示出随应力变化的最小值,这使其成为使用剪切波振幅谱评估单轴应力的潜在方法。本文研究了钢构件应力对双折射产生的两个剪切波的干扰对剪切波振幅谱的影响,提出了一种采用剪切波谱分析的单轴绝对应力测量方法。具体而言,推导了剪切波脉冲回波振幅谱的理论表达式,从而得出了用于评估单轴绝对应力的公式。使用三个钢构件样本来研究单轴应力对剪切波脉冲回波振幅谱的影响。测试结果表明,幅值谱随应力而变化,并且幅值谱中的第一特征频率的倒数及其对应的应力表现出近乎完美的线性关系。在此基础上,通过提出的方法测量了试验机加载的钢构件的单轴绝对应力。对三组由65#钢和Q235钢制成的钢构件进行了参数研究,以研究影响测试结果的因素。结果表明,该方法可以在实验室范围内测量和监测钢构件的单轴绝对应力,具有在实际工程中进行特定标定的潜力。

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