利用 SPC-I 非线性超声波技术早期检测钢管焊接接头故障

Sehyuk Park, Imraan Bokhari, H. Alnuaimi, U. Amjad, Robert Fleischman, Tribikram Kundu
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引用次数: 0

摘要

焊接是钢结构中将两个或多个部件连接在一起的常用方法。焊接区域的各种缺陷(如裂缝、气孔和夹渣等)可能从一开始就存在,也可能在焊接过程中产生,或在使用过程中形成。这些缺陷是降低结构质量的薄弱点,可能导致结构失效。因此,在出现可见裂纹之前及早检测焊接接头中的这些缺陷非常重要。利用适当的超声波无损检测和评估(NDT&E)技术,可以检测出这些缺陷,并采取补救措施,防止出现灾难性的结构故障。事实证明,基于声波的导波技术可有效检测钢管和钢棒的损伤。此前已有多项研究尝试使用导波超声波检测钢管中的损伤。与之前主要侧重于传统线性超声波技术的尝试不同,本研究采用了一种相对较新的非线性超声波技术,即边带峰值计数指数(SPC-I)。在这项研究中,铸钢部件和圆形空心结构截面被焊接在一起,并在疲劳载荷下进行了四点弯曲试验。使用应变计和锆钛酸铅(PZT)传感器对焊接接头进行实时连续监测。PZT 传感器用于产生和接收导向声波。信号以单面传输模式在试样中传播。同时监测应变计读数和非线性超声参数 SPC-I 值。非线性超声 NDT&E 测量的结果与应变片获得的数据进行比较,以确定用于监测焊接接头的 SPC-I 技术的稳健性和可靠性。这项调查还显示了非线性超声参数 SPC-I 在早期检测焊接故障方面的潜在有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Early detection of steel tube welded joint failure using SPC-I nonlinear ultrasonic technique
Welding is a commonly used method for joining two or more parts together in steel construction. Various defects in weld regions such as cracks, pores, and slag inclusion can be present from the beginning, generated during the welding process, or can be developed while in service. Such defects are the weak spots that degrade the structure’s quality and can lead to structural failures. Therefore, early detection of these defects in welded joints, before visible cracks appear, is very important. Using appropriate ultrasonic non-destructive testing and evaluation (NDT&E) techniques, one can detect these defects and take remedial actions to prevent catastrophic structural failures. Guided acoustic wave-based techniques have been proven to be effective for damage detection in steel pipes and rods. Several studies have previously attempted to detect damage in steel tubes using guided ultrasonic waves. Unlike earlier attempts which mostly focused on conventional linear ultrasonic techniques, a relatively new nonlinear ultrasonic technique called sideband peak count-index (SPC-I) is carried out in this research. For this investigation, cast steel components and round hollow structural sections are welded together, and a four-point bending test is conducted under fatigue loading. The welded joints are continuously monitored in real time using strain gages and lead zirconate titanate (PZT) transducers. The PZT transducers are used to generate and receive guided acoustic waves. The signal is propagated through the specimen in a single-sided transmission mode setup. The strain gage readings and the nonlinear ultrasonic parameter, the SPC-I values, are monitored simultaneously. The results obtained from the nonlinear ultrasonic NDT&E measurements are compared with the data obtained from the strain gages to determine the robustness and reliability of the SPC-I technique for monitoring welded joints. This investigation also shows the potential effectiveness of the nonlinear ultrasonic parameter SPC-I for early detection of weld failure.
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