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Probabilistic analysis of cylindrical shells under continuously varying load combinations
Citation Link: https://doi.org/10.15480/882.15310
Publikationstyp
Journal Article
Date Issued
2025-05-22
Sprache
English
TORE-DOI
Journal
Volume
215
Issue
Part A
Article Number
113319
Citation
Thin Walled Structures 215 (Part A): 113319 (2025)
Publisher DOI
Scopus ID
Publisher
Elsevier
This paper presents a probabilistic design method for cylindrical shells under combined loading without explicitly simulating each load combination. Exemplarily, the combination of axial compression and torsion is considered. The probabilistically motivated design load is a quantile of the buckling load distribution. The stochastic distribution of the buckling load (and hence any quantile) differs for each combination of axial load and torsion. The basic idea of the presented method is to consider the buckling response as a random field, where the parameter describing the load ratio is the field variable. When this random field is characterized, the stochastic distribution may be determined for any load combination without explicitly running a probabilistic analysis for this load combination. This approach is compared to a more simple and straightforward approach of interpolating stochastic moments or quantiles between different load combinations.
Subjects
Buckling | Combined loading | Cylindrical shells
DDC Class
600: Technology
Publication version
publishedVersion
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Name
1-s2.0-S0263823125004124-main.pdf
Type
Main Article
Size
1.57 MB
Format
Adobe PDF