Smart Structures and Systems

  • 제31권1호
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  • Pages.13-27
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  • 2023
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Ultrasonic guided waves-based fatigue crack detection in a steel I-beam: an experimental study

  • Jiaqi Tu (College of Civil Engineering and Architecture, Key Laboratory of Space Structures of Zhejiang Province, Zhejiang University) ;
  • Xian Xu (College of Civil Engineering and Architecture, Key Laboratory of Space Structures of Zhejiang Province, Zhejiang University) ;
  • Chung Bang Yun (College of Civil Engineering and Architecture, Key Laboratory of Space Structures of Zhejiang Province, Zhejiang University) ;
  • Yuanfeng Duan (College of Civil Engineering and Architecture, Institute of Transportation Engineering, Zhejiang University)
  • 투고 : 2022.06.28
  • 심사 : 2022.09.21
  • 발행 : 2023.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

Fatigue crack is a fatal problem for steel structures. Early detection and maintenance can help extend the service life and prevent hazards. This paper presents the ultrasonic guided waves-based (UGWs-based) fatigue crack detection of a steel I-beam. The semi-analytical finite element model has been built to obtain the wave propagation characteristics. Damage indices in both time and frequency domains were analyzed by considering the characteristic variations of UGWs including the amplitude, phase angle, and wave packet energy. The pulse-echo and pitch-catch methods were combined in the detection scheme. Lab-scale experiments were conducted on welded steel I-beams to verify the proposed method. Results show that the damage indices based on the characteristic variations in the time domain can identify and localize the fatigue crack before it enters the rapid growth stage. The damage severity can be reasonably evaluated by analyzing the time-domain damage indices. Two nonlinear damage indices in the frequency domain give earlier warnings of the fatigue crack than the time-domain damage indices do. The identification results based on the above two nonlinear indices are found to be less consistent under various excitation frequencies. More robust nonlinear techniques needed to be searched and tested for early crack detection in steel I-beams in further study.

키워드

과제정보

The research described in this paper was financially supported by the National Key R&D Program of China (2021YFF0501002) and a research grant from the Center for Balance Architecture of Zhejiang University.

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