On polymorphic uncertainty modeling in shell buckling
Research output: Contribution to journal › Research article › Contributed › peer-review
Contributors
Abstract
Buckling is typically the governing failure mode of thin-walled shells. In particular, geometric and material imperfections have a major influence on the buckling behavior. Small variations of imperfections have large effects on the load-bearing behavior. However, the design of shells is still characterized by a deterministic way of thinking, in which uncertainties have not yet been sufficiently considered. Even in probabilistic approaches, false assumptions are often generated due to the small amount of experimental data. The focus of this paper is an appropriate uncertainty quantification based on the available data. Therefore, the concept of polymorphic uncertainty modeling is presented on axially loaded shells with different types of imperfections. Finally, an idea for a novel design concept for shells based on a fuzzy-valued safety level is introduced. The paper is intended to initiate a rethinking of the methodology for the numerical design of shells with an appropriate uncertainty quantification.
Details
Original language | English |
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Pages (from-to) | 2632-2647 |
Number of pages | 16 |
Journal | Computer-Aided Civil and Infrastructure Engineering |
Volume | 38(2023) |
Issue number | 18 |
Publication status | Published - 9 Jun 2023 |
Peer-reviewed | Yes |
External IDs
WOS | 001004642200001 |
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Scopus | 85161674252 |
Keywords
ASJC Scopus subject areas
Keywords
- Geometric imperfections, Structural-analysis, Behavior