Modal strain energy based enhanced approaches for damage detection and severity estimation

• Published in: Engineering failure analysis Vol. 146; p. 107142
• Main Authors: Thue Nguyen, Quy, Livaoğlu, Ramazan
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.04.2023
• Subjects: Beam-like structure; Cantilever beam; Modal strain energy; Steel Structures; Structural Failure; Structural health monitoring; Structural stiffness degradation; Vibration based damage identification; Structural stiffness degradation; Modal strain energy; Beam-like structure; Vibration based damage identification; SHM; Structural health monitoring; Structural Failure; Steel Structures; Cantilever beam; MSE
• ISSN: 1350-6307; 1873-1961
• DOI: 10.1016/j.engfailanal.2023.107142

•A fast damage identification technique is proposed based on two existing model strain energy based algorithms (DI A, DI B).•The proposed method leads to more accurate damage identification compared to the original ones.•It also produces comparable estimates but more rapidly in comparison with the enhanced version of DI B, called DI NL.•Accounting for more modes (up to four) results in more precise damage identification, especially under noisy conditions. Structural health monitoring (SHM) has been utilized to assess structural deficiency for preventing the invisible failure turning into collapses. Damage localization and severity assessment based on vibration-based characteristics have received considerable attention in civil and engineering fields during recent decades. This study presents a modal strain energy (MSE) based damage detection of a beam-like system. Particularly, based on the performances of existing MSE based damage indices (DIs), a robust and fast technique, called averaging scheme is developed. Observing from the two original DIs that one of them leads to underestimations while overestimations are witnessed using the other one when estimating damage severity, the average of their severity estimations absolutely is supposed to result in better anticipations. Furthermore, another MSE-based updating procedure that was also established based on the original method to reach more accurate predictions is also improved in this study. However, the updating technique considers only the fundamental mode while higher modes are ignored. It is assumed that damage can be caused by higher modes and therefore accounting for more modes possibly lead to better failure identification. Hence, in this study, a numerical investigation is carried out to examine the feasibility of the averaging scheme’s deployment on a cantilever beam. The contribution of higher modes to the performance of the proposed technique as well as the updating procedure is also evaluated. The numerical validation shows that the proposed averaging scheme is outstanding since it results in damage identification results comparable to that of the updating procedure but more promptly. Furthermore, compared to using only the fundamental mode, the cumulative contribution of higher modes, particularly, the lowest four modes, tremendously leads to more accurate damage identification, especially under noisy conditions.