Farzad Naseri
AI Based Damage Detection and Localization in Steel Beams Using Hybrid Time–Frequency Domain Features and Transfer Learning.
Rel. Gian Paolo Cimellaro. Politecnico di Torino, Corso di laurea magistrale in Ingegneria Civile, 2026
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Abstract
Structural damage detection in steel beams is a key challenge in Structural Health Monitoring (SHM), aiming to improve structural safety, reliability, and maintenance planning. This study presents a vibration-based damage assessment framework that integrates finite element (FE) modeling, feature extraction, machine learning, and transfer learning for damage detection, localization, and severity estimation in steel beams. A high-fidelity three-dimensional finite element model of an IPE160 steel beam was developed in ANSYS and validated against experimental measurements through comparison of natural frequencies and mode shapes. The validated model was subsequently used to generate a dataset comprising 259 damage scenarios with varying crack locations and severities.
From the simulated vibration responses, both frequency-domain features (natural frequencies and mode shapes) and time-domain features (root mean square, peak value, and crest factor) were extracted and used as inputs for machine learning models
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