Wang Fengling, Sun Mingzhu, Zhang Shuzeng, Zhang Guangdong, Li Xiongbing, Kundu Tribikram
School of Traffic and Transportation Engineering, Central South University, Changsha, Hunan 410075, China.
School of Traffic and Transportation Engineering, Central South University, Changsha, Hunan 410075, China; Shijiazhuang Campus, Army Engineering University, Shijiazhuang, Hebei, 050003, China.
Ultrasonics. 2025 Apr;148:107559. doi: 10.1016/j.ultras.2024.107559. Epub 2024 Dec 18.
This work presents a nonlinear ultrasonic (NLU) technique called sideband peak intensity (SPI) combining an improved pulse-echo (PE) experimental method for online detection and evaluation of fatigue cracks at their early stages. Advantages of the proposed technique are that it enjoys the high sensitivity and ease of application of NLU SPI technique and easy implementation of the PE experimental method. The PE experimental method is improved by adopting frequency-mismatched excitations to enhance the sensitivity and robustness of the SPI technique. In frequency-mismatched excitation mode, the frequency of the initial excitation differs from the nominal central frequency of the transducer, resulting in distinguishable sideband peaks compared to frequency-matched excitation. Experimental results in fatigue damaged specimens show that the SPI values obtained using the proposed frequency-mismatched excitation in PE method are more sensitive to early fatigue cracks than those obtained using the frequency-matched excitation method. Online ultrasonic experiments were also conducted to quantify wave signals from the specimen at various fatigue stages affixed to the fatigue testing apparatus, and it was found that online detection can achieve results consistent with offline detection. This work provides a more sensitive and robust NLU method for online measurements of fatigue cracks in engineering structures and can benefit the nondestructive testing and evaluation community.
这项工作提出了一种名为边带峰值强度(SPI)的非线性超声(NLU)技术,该技术结合了一种改进的脉冲回波(PE)实验方法,用于在疲劳裂纹早期进行在线检测和评估。所提出技术的优点在于,它兼具NLU SPI技术的高灵敏度和易于应用的特点,以及PE实验方法易于实施的特性。通过采用频率失配激励来改进PE实验方法,以提高SPI技术的灵敏度和鲁棒性。在频率失配激励模式下,初始激励的频率与换能器的标称中心频率不同,与频率匹配激励相比,会产生可区分的边带峰值。对疲劳损伤试样的实验结果表明,使用所提出的PE方法中的频率失配激励获得的SPI值比使用频率匹配激励方法获得的SPI值对早期疲劳裂纹更敏感。还进行了在线超声实验,以量化附着在疲劳试验装置上的试样在不同疲劳阶段的波信号,结果发现在线检测能够获得与离线检测一致的结果。这项工作为工程结构中疲劳裂纹的在线测量提供了一种更灵敏、更鲁棒的NLU方法,可为无损检测与评估领域带来益处。