Baseline-Free Structural Damage Identification for Beam-Like Structures Using Curvature Waveforms of Propagating Flexural Waves

• Published in: Sensors (Basel, Switzerland) Vol. 21; no. 7; p. 2453
• Main Authors: Xu, Y F, Kim, J S
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 02.04.2021; MDPI
• Subjects: Anomalies; baseline-free structural damage identification; beam-like structure; Boundary conditions; Curvature; curvature waveform; Damage detection; damage index; Damage localization; Deflection; Finite difference method; Identification; Identification methods; Material properties; Neighborhoods; Noise; Noise propagation; non-destructive evaluation; Polynomials; Wave propagation; Waveforms; Wavelet transforms; baseline-free structural damage identification; damage index; non-destructive evaluation; beam-like structure; curvature waveform
• ISSN: 1424-8220; 1424-8220
• DOI: 10.3390/s21072453

Curvatures in mode shapes and operating deflection shapes have been extensively studied for vibration-based structural damage identification in recent decades. Curvatures of mode shapes and operating deflection shapes have proved capable of localizing and manifesting local effects of damage on mode shapes and operating deflection shapes in forms of local anomalies. The damage can be inversely identified in the neighborhoods of the anomalies that exist in the curvatures. Meanwhile, propagating flexural waves have also been extensively studied for structural damage identification and proved to be effective, thanks to their high damage-sensitivity and long range of propagation. In this work, a baseline-free structural damage identification method is developed for beam-like structures using curvature waveforms of propagating flexural waves. A multi-resolution local-regression temporal-spatial curvature damage index (TSCDI) is defined in a pointwise manner. A two-dimensional auxiliary TSCDI and a one-dimensional auxiliary damage index are developed to further assist the identification. Two major advantages of the proposed method are: (1) curvature waveforms of propagating flexural waves have relatively high signal-to-noise ratios due to the use of a multi-resolution central finite difference scheme, so that the local effects of the damage can be manifested, and (2) the proposed method does not require quantitative knowledge of a pristine structure associated with a structure to be examined, such as its material properties, waveforms of propagating flexural waves and boundary conditions. Numerical and experimental investigations of the proposed method are conducted on damaged beam-like structures, and the effectiveness of the proposed method is verified by the results of the investigations.