Data-driven generalization for guided wave damage identification across beam-like structures
Data-driven approaches have been applied to structural health assessment due to their capability to address complex challenges and achieve high-precision and rapid defect detection. This article presents a deep learning-based generalization framework for guided wave (GW)-based damage identification in diverse isotropic beam-like structures with various cross-sectional geometries and material properties. A multiscale convolution and squeeze-and-excitation attention-assisted bidirectional hybrid (MC-SE-BiH) network is proposed to generalize the damage identification. A higher-order beam model is employed to enhance computational efficiency and simulation accuracy of modelling GW propagation in various damage scenarios. A series of numerical case studies is carried out to demonstrate the generalization ability and robustness of the proposed MC-SE-BiH framework in damage identification using GW. The effectiveness and practicality are further validated using experimental measurements obtained from isotropic beams with different material properties and cross-sectional configurations. The results demonstrate that the proposed MC-SE-BiH framework can identify damage across diverse beam-like structures.
Authors
- Zijie Zeng (ORCID: https://orcid.org/0000-0002-5797-8080)
- Bo Yang (ORCID: https://orcid.org/0000-0002-4625-4706)
- Ching Tai Ng
- Andrei Kotousov
Institutions
- The University of Adelaide (AU)
Publication Details
- Journal
- Structural Health Monitoring
- Published
- 2026-01-22
- DOI
- https://doi.org/10.1177/14759217251409192
- Primary Topic
- Ultrasonics and Acoustic Wave Propagation
- Type
- article
- Field-Weighted Citation Impact
- 0.00