Abstract
The presence of fault in a structure may lead to catastrophic failure if it remains undetected. So the damage diagnosis is an essential part in health monitoring of structures. Damage in a structure leads to change in the dynamic response which will be helpful for diagnosis of the structure. The relation between modal response and damage vector is in such a way that there exist unique change in response for unique damage. So damage detection is an inverse problem where it is required to relate the modal response to the damage state.
Problems of damage detection are too intricate and the distinct boundary between crisp values cannot be identified for expressing the damage level and measurement deltas. Thus, mapping technique like Fuzzy Logic Inference System (FLIS) can be used for such problems. A fuzzy logic will operate on linguistic variables and associate the data (structural response) with the damage conditions and provide output as level of damage and damage location.
In this study, the change of modal response due to damage in a cantilever beam is investigated and a FLIS is designed for the structural health monitoring purpose. The change in natural frequency is the measurement delta. FLIS is designed using data pool obtained from Finite Element (FE) analysis of different damaged scenarios of the specimen. The FLIS is tested with noise up to 20% and it is found to be robust against small contamination in measurement deltas.
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Sharma, A., Thankachan, P., Pillai, T.M.M. (2023). Fuzzy Logic-Based Inference System for Structural Health Monitoring of a Cantilever Beam. In: Marano, G.C., Rahul, A.V., Antony, J., Unni Kartha, G., Kavitha, P.E., Preethi, M. (eds) Proceedings of SECON'22. SECON 2022. Lecture Notes in Civil Engineering, vol 284. Springer, Cham. https://doi.org/10.1007/978-3-031-12011-4_69
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