2021
DOI: 10.1007/978-3-030-64594-6_60
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Damage Diagnostics of a Composite Single-Stiffener Panel Under Fatigue Loading Utilizing SHM Data Fusion

Abstract: A case study is presented in which the first steps are made towards the development of a structural health monitoring (SHM) data fusion framework. For this purpose, a composite single-stiffener panel is subjected to compression-compression fatigue loading (R = 10). The carbon-epoxy panel contains an artificial disbond of 30 mm, which was created using a Teflon insert during manufacturing and placed between the skin and the stiffener foot. Under the applied fatigue load, the disbond is expected to grow and its … Show more

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Cited by 6 publications
(9 citation statements)
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“…Whereas for the single-stiffener panel, the predominant mode along a stiffener foot is constant as being either mode I (opening) or mode II (in-plane shear), the presence of multiple half waves in the multi-stiffener panel causes the predominant mode to shift between mode I and mode II longitudinally along each stiffener foot. From previous studies [6,7], we know that the disbond is more likely to propagate under mode I and in the case of the single-stiffener panel, this means that the disbond can grow freely in longitudinal direction. For the multi-stiffener panel, this is no longer the case causing the propagation of the disbond to change, for example by declining or having the disbond propagate to the other stiffener foot where mode I is observed.…”
Section: Physical Structural Aspectsmentioning
confidence: 96%
“…Whereas for the single-stiffener panel, the predominant mode along a stiffener foot is constant as being either mode I (opening) or mode II (in-plane shear), the presence of multiple half waves in the multi-stiffener panel causes the predominant mode to shift between mode I and mode II longitudinally along each stiffener foot. From previous studies [6,7], we know that the disbond is more likely to propagate under mode I and in the case of the single-stiffener panel, this means that the disbond can grow freely in longitudinal direction. For the multi-stiffener panel, this is no longer the case causing the propagation of the disbond to change, for example by declining or having the disbond propagate to the other stiffener foot where mode I is observed.…”
Section: Physical Structural Aspectsmentioning
confidence: 96%
“…Despite the low sensitivity of regular FBG sensors in AE recording [20,21], these specialized phase-shifted FBGs successfully identified damage modes in three-point bending experiments, and the results were comparable to those of regular AE sensors. Broer et al [22,23] recently proposed a methodology of fusing two SHM techniques, namely AEs and strain sensing. The idea of fusing results from several sensors was proposed in order to take advantage of the strengths of both SHM techniques, and thus obtain more effective damage diagnostics of deteriorating composite panels.…”
Section: Acoustic Emissionmentioning
confidence: 99%
“…HIs are features capable of capturing the structure's degradation information. As discussed in [2], [5] the quality of the HI's evolution through time affects the performance of diagnostic systems and prognostic algorithms. HIs, as stated in [6], can be categorized into physical HIs (pHI) and virtual HIs (vHI).…”
Section: A Prognostics and Health Indicatorsmentioning
confidence: 99%
“…De Oliveira et al [22] proposed a classification algorithm based on ANN and used AE signal to classify different damage mechanisms. Broer et al [2], [23], used AE to monitor localize damage initiation on composite single stiffened panels during compression-compression fatigue. A fusion with strain readings was also proposed to enhance the SHM system's monitoring capabilities.…”
Section: Acoustic Emissionmentioning
confidence: 99%
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