Baseline-free absolute strain estimation for cylindrical structures

•Baseline-free absolute strain estimation technique is developed.•Absolute strain of in-service cylindrical structures was estimated.•Acoustoelastic effect of ultrasonic guided waves was employed.•Proposed method does not need calibration tests or baseline data.•Developed technique can be applied to...

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Veröffentlicht in:Engineering structures 2023-09, Vol.291, p.116439, Article 116439
Hauptverfasser: Kwon, Ohjun, Sohn, Hoon, Jang, Jinho, Choi, Jaemook, Ma, Zhanxiong, Jin Lim, Hyung
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Sprache:eng
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Zusammenfassung:•Baseline-free absolute strain estimation technique is developed.•Absolute strain of in-service cylindrical structures was estimated.•Acoustoelastic effect of ultrasonic guided waves was employed.•Proposed method does not need calibration tests or baseline data.•Developed technique can be applied to in-service cylindrical structures. The total strain induced by forces in a structure, known as absolute strain, provides crucial information about structural integrity. The unexpected variations in absolute strain can compromise the overall safety of the structural system. In this paper, a baseline-free absolute strain estimation technique is developed based on the acoustoelastic effect of ultrasonic guided wave for in-service cylindrical structures. To generate and sense ultrasonic guided waves, two macro-fiber composite (MFC) transducers were installed on the surfaces of cylindrical structures subjected to tensile force. Additionally, a strain gauge was used to measure the relative strain generated after installing the MFC transducers and the strain gauge. The absolute strain was estimated using the velocity of the ultrasonic guided waves and the relative strain, without the need for calibration tests and baseline data obtained from known absolute strain levels. The effectiveness of the developed technique was experimentally examined using blind data obtained from a hollow steel cylinder and an aluminum mooring cable from a submerged floating tunnel model.
ISSN:0141-0296
1873-7323
DOI:10.1016/j.engstruct.2023.116439