Schilling, Jakob C. ; Mittelstedt, Christian (2023)
Approximate computational model for the local postbuckling of omega‐stringer‐stiffened composite panels.
In: PAMM - Proceedings in Applied Mathematics & Mechanics, 2023, 22 (1)
doi: 10.26083/tuprints-00023730
Article, Secondary publication, Publisher's Version
Text
PAMM_PAMM202200152.pdf Copyright Information: CC BY-NC-ND 4.0 International - Creative Commons, Attribution NonCommercial, NoDerivs. Download (503kB) |
Item Type: | Article |
---|---|
Type of entry: | Secondary publication |
Title: | Approximate computational model for the local postbuckling of omega‐stringer‐stiffened composite panels |
Language: | English |
Date: | 24 November 2023 |
Place of Publication: | Darmstadt |
Year of primary publication: | 2023 |
Place of primary publication: | Weinheim |
Publisher: | Wiley-VCH |
Journal or Publication Title: | PAMM - Proceedings in Applied Mathematics & Mechanics |
Volume of the journal: | 22 |
Issue Number: | 1 |
Collation: | 6 Seiten |
DOI: | 10.26083/tuprints-00023730 |
Corresponding Links: | |
Origin: | Secondary publication DeepGreen |
Abstract: | Typical thin‐walled structures are found in applications like aircraft, spacecraft and marine vessels. For this type of structure, stability behaviour is crucial. The better this behaviour is understood, the better the full lightweight potential can be exploited. For composite structures especially, new fast analysis tools for preliminary design are required to address this issue. Therefore, the local postbuckling of omega‐stringer‐stiffened composite panels is the subject of a new computational model. The analysis method is computationally highly efficient because it is based on a closed‐form analytical approach. The explicit solution is derived based on the principle of the minimum of the total elastic potential. Furthermore, the solution assumes that the initial eigenform does not substantially change in the early postbuckling regime. In this way, the plates of the skin and stringer can be included explicitly in the analysis. Compared to finite element analysis and a closed‐form computational model found in the literature, the new analysis tool is assessed. The results indicate excellent agreement for panels, where the bay plate is the most critical element of the panel. The new computational model promises to be a highly efficient tool in the preliminary design framework. |
Identification Number: | e202200152 |
Status: | Publisher's Version |
URN: | urn:nbn:de:tuda-tuprints-237305 |
Additional Information: | This article also appears in: 92nd Annual Meeting of the International Association of Applied Mathematics and Mechanics (GAMM) |
Classification DDC: | 600 Technology, medicine, applied sciences > 620 Engineering and machine engineering |
Divisions: | 16 Department of Mechanical Engineering > Institute for Lightweight Construction and Design-KluB (2023 renamed in Leichtbau und Strukturmechanik (LSM)) |
Date Deposited: | 24 Nov 2023 14:01 |
Last Modified: | 28 Nov 2023 11:38 |
SWORD Depositor: | Deep Green |
URI: | https://tuprints.ulb.tu-darmstadt.de/id/eprint/23730 |
PPN: | 513489029 |
Export: |
View Item |