Abstract

The present work evaluates the deep learning algorithm called Sparse Auto-Encoder (SAE) when applied to the characterization of structural anomalies. This study explores the SAE’s performance in a supervised damage detection approach to consolidate its application in the Structural Health Monitoring (SHM) field, especially when dealing with real-case structures. The main idea is to use the SAE to extract relevant features from the monitored signals and the well-known Support Vector Machine (SVM) to classify such characteristics within the context of an SHM problem. Vibration data from a numerical beam model and a highway viaduct in Brazil are considered to assess the proposed approach. In both analyzed examples, the efficiency of the implemented methodology achieved more than 99% of correct damage structural classifications, supporting the conclusion that SAE can extract relevant characteristics from dynamic signals that are useful for SHM applications.

Highlights

  • In structural systems, damage may be defined as a change that negatively affects the structure’s original performance

  • Most damage detection and health monitoring methods were mainly developed taking into account vibration signals monitored over time (i.g., time histories of accelerations, displacements, and velocities), as seen in the classic reference work of Doebling (1998) [4] and the presentday literature review made by Avci et al (2021) [5]

  • The first and second damage levels were defined by reducing in 10% Satnrudct2u0ra%l, respec1tisvteNlya,tutrhael Young2’nsdmNoadtuurlauls of ele3mrdeNnat t#u4ralfrom th4ethuNndataumraalged structSucreanlarmioodelu. eTnhcye verticalFrdeyqnuaenmciyc responsHeseaoltfhpyoints 2 (Ac61.)5,14H(Azc2), 6(Ac3)2a6n.0d6 H8(zAc4) were5r8e.c6o5rHdzed in term1s0o4.f3a2cHcezleratioDnasmaangde wleveerel 1used to 6e.v2a1lHuazte the Sparse Auto-Encoder (SAE)-2b5a.0s4eHd zdamage de5t6e.c5t3ioHnzmethodol1o0g0y.3.0EHaczh vibraDtaiomnagseiglenvaell l2asts 5 s 5a.n8d8 Hhzas 5001 disc2r3e.9te2 Htimz e samples54(.s2a2mHpzling frequ9e6n.c0y3 Hofz 1000

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Summary

Introduction

Damage may be defined as a change that negatively affects the structure’s original performance. Understanding that the success of an unsupervised SHM approach initially requires an evaluation within the framework of supervised techniques, the objective of the present work is to evaluate the SAE algorithm to extract parameters from vibration signals, allowing the identification of structural alterations.

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