2021
DOI: 10.1002/stc.2696
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Guided wave‐based damage assessment on welded steel I‐beam under ambient temperature variations

Abstract: Summary Welded steel I‐beams are widely used in civil infrastructures and industrial facilities as the major load‐carrying members. The fillet weld zone, which connects the web plate and flange plate, is vulnerable to defects and fatigue cracks during the long service life, which may result in catastrophic accidents. In this study, a guided wave‐based damage assessment method is presented to monitor the weld zone of a steel I‐beam under ambient temperature variations. The semi‐analytical finite element (SAFE) … Show more

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Cited by 11 publications
(7 citation statements)
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“…According to the existing research [26,34], the generation of guided wave mode is related to excitation in that the desired mode can be excited effectively if the position and direction of excitation signals are the same as the direction of desired mode. Therefore, the midpoint of the long edge and the midpart of the short edge are selected as the best excitation points to conduct guided wave excitation in the vertical direction perpendicular to the detected area.…”
Section: Dispersion Characteristics Analysis Based On Safe Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…According to the existing research [26,34], the generation of guided wave mode is related to excitation in that the desired mode can be excited effectively if the position and direction of excitation signals are the same as the direction of desired mode. Therefore, the midpoint of the long edge and the midpart of the short edge are selected as the best excitation points to conduct guided wave excitation in the vertical direction perpendicular to the detected area.…”
Section: Dispersion Characteristics Analysis Based On Safe Methodsmentioning
confidence: 99%
“…Zhang et al [25] presented the excitation and propagation of guided waves in arbitrary cross-section structures by coupling the normal mode expansion (NME) method with the SAFE method, and then the well-established method was used to develop a double mode inspection strategy for multi-damage identification. Tu et al [26] investigated the feasibility and effectiveness of the guided wave-based technique for the damage assessment of a welded I-beam under various environments using the PCA and ICA methods. With regard to the damage detection of square steel tubes using UGWs, Wan [1] investigated frequency dispersion characteristics and selected the appropriate guided wave mode to inspect through-hole and slot damages.…”
Section: Introductionmentioning
confidence: 99%
“…Many researchers have used finite element (FE) simulations to investigate the wave propagation problems. [34][35][36][37][38][39][40][41][42] For example, Alleyne and Cawley 35 assessed the interaction of the Lamb waves and defects in plate-like structures using FE simulations. They showed that different parameters affect the sensitivity of Lamb waves to defects, including the geometry of the plate, wave mode, wave frequency-thickness, and the type of the notch defect.…”
Section: Introductionmentioning
confidence: 99%
“…The finite element method (FEM) is the most stable numerical solution technique to study the characteristics of wave propagation in different structures. Many researchers have used finite element (FE) simulations to investigate the wave propagation problems 34–42 . For example, Alleyne and Cawley 35 assessed the interaction of the Lamb waves and defects in plate‐like structures using FE simulations.…”
Section: Introductionmentioning
confidence: 99%
“…29 Furthermore, it has been combined with other methods, such as the AR model, independent component analysis, and artificial neural networks to eliminate significant environmental effects for more reliable anomaly detection. [30][31][32][33] During the long-term SHM, missing data are inevitable for various reasons, such as sensor failure, power depletion, and unstable data transmission under harsh environmental conditions. 13 Incomplete data may lead to inaccuracy in estimating the PC axes using traditional PCA, ultimately resulting in the failure of anomaly detection.…”
Section: Introductionmentioning
confidence: 99%