2021
DOI: 10.1007/978-3-030-72192-3_6
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Vibration Response-Based Damage Detection

Abstract: This chapter aimed to present different data driven Vibration-Based Methods (VBMs) for Structural Health Monitoring (SHM). This family of methods, widely used for engineering applications, present several advantages for damage identification applications. First, VBMs provide continuous information on the health state of the structure at a global level without the need to access the damaged elements and to know their location. Furthermore, damage can be identified using the dynamic response of the structure mea… Show more

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Cited by 23 publications
(11 citation statements)
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References 169 publications
(209 reference statements)
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“…These dynamic parameters are used as a so-called passport for estimation structural health monitoring of the structure during its operation. The deviation of the current modal parameters from the initial ones indicates the origination of damage [9,10]. To date, many classical [11,12] and modern works have been devoted to the study of shell vibrations [13,14].…”
Section: Introductionmentioning
confidence: 99%
“…These dynamic parameters are used as a so-called passport for estimation structural health monitoring of the structure during its operation. The deviation of the current modal parameters from the initial ones indicates the origination of damage [9,10]. To date, many classical [11,12] and modern works have been devoted to the study of shell vibrations [13,14].…”
Section: Introductionmentioning
confidence: 99%
“…Mostly, vibration-based fault detection methods are increasingly being used for operating objects [ 5 ] and for composite structures [ 6 ]. For permanent monitoring, modal analysis techniques may take prime position, as they are based on direct relations between the mechanical and modal properties of structures [ 7 ].…”
Section: Introductionmentioning
confidence: 99%
“…Vibration-based approaches are among the most commonly adopted approaches, as reported by many exhaustive review papers in the literature (e.g., [ 3 , 4 , 5 , 6 , 7 ]). According to these approaches, damage sensitive features are extracted from the dynamic response of the monitored structure by adopting, e.g., time series models [ 8 , 9 , 10 ] or modal analysis [ 11 ], relying on a simple assumption: damage manifests itself as a change in structural properties (e.g., a change of mass, stiffness, constraint characteristics or structural connectivity) that reflects in changes of modal parameters (i.e., eigenfrequencies, mode shapes and damping coefficients) [ 12 ].…”
Section: Introductionmentioning
confidence: 99%