Title
Sensitivity analysis for buckling characterisation using the vibration correlation technique
Author
Baciu, Theodor D. (Deutsches Zentrum für Luft- und Raumfahrt e.V. (DLR); University of Bremen; Student TU Delft)
Degenhardt, Richard (Private University of Applied Sciences; Deutsches Zentrum für Luft- und Raumfahrt e.V. (DLR); University of Bremen)
Franzoni, Felipe (Deutsches Zentrum für Luft- und Raumfahrt e.V. (DLR))
Gliszczynski, Adrian (Private University of Applied Sciences; Lodz University of Technology)
Arbelo, Mariano A. (Division of Fundamental Science)
Castro, Saullo G.P. (TU Delft Aerospace Structures & Computational Mechanics) 
Kalnins, Kaspars (Riga Technical University)
Date
2023
Abstract
The Vibration Correlation Technique (VCT) is a non-destructive method to predict buckling loads for imperfection-sensitive structures. While successfully used to validate numerical models and predict experimental buckling loads, recommendations for defining the VCT experiment are scarce. Here, its sensitivity towards the number of load steps and the maximum load level measured is studied, and an uncertainty quantification of the measured frequency affecting the VCT prediction is performed First, a series of finite element (FE) models representing nominally identical cylinders, and validated by buckling experiments, are used to perform a sensitivity study. When no frequency deviations are introduced in the FE results, a positive correlation between the VCT predictions and the maximum load used for measurements is found, the number of load steps used being only relevant in reducing the errors. Introducing frequency deviations deterred the predictions correlation with the maximum load, while using more load steps reduced this influence. Second, a sensitivity study based on experimental data confirmed most of the trends previously observed using the FE results, the exception being a poor prediction sensitivity as a function of the maximum load, owing to several cylinders for which the VCT method gave predictions that progressively decreased with increasing the load.
Subject
Composite structures
Sensitivity analysis
Shell buckling
Test set-up
Uncertainty quantification
Vibration correlation technique
To reference this document use:
http://resolver.tudelft.nl/uuid:f17c7abd-9d05-4fa3-8e96-7f3780f01995
DOI
https://doi.org/10.1016/j.tws.2022.110329
Embargo date
2023-07-01
ISSN
0263-8231
Source
Thin-Walled Structures, 183
Bibliographical note
Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.
Part of collection
Institutional Repository
Document type
journal article
Rights
© 2023 Theodor D. Baciu, Richard Degenhardt, Felipe Franzoni, Adrian Gliszczynski, Mariano A. Arbelo, Saullo G.P. Castro, Kaspars Kalnins