Schilling, Jakob C. ; Mittelstedt, C. (2020)
A simple closed-form analytical model for the column buckling of omega-stinger-stiffened panels with periodic boundary conditions.
In: Results in Engineering, 6
doi: 10.1016/j.rineng.2020.100120
Artikel, Bibliographie
Dies ist die neueste Version dieses Eintrags.
Kurzbeschreibung (Abstract)
During the preliminary design of stiffened panels, the stability behaviour is critical and both buckling modes, global and local, have to be considered in order to avoid panel configurations in which the minimum stiffness of the stringers is not achieved. In the present work, a new simple computational model is presented that computes the critical column buckling load of an omega-stringer-stiffened panel with periodic boundary conditions. This is achieved by obtaining the effective stiffness properties for an equivalent composite column. The model is able to predict column buckling conservatively as numerical studies show and can easily be used, e.g. as a constraint for optimization studies.
| Typ des Eintrags: | Artikel |
|---|---|
| Erschienen: | 2020 |
| Autor(en): | Schilling, Jakob C. ; Mittelstedt, C. |
| Art des Eintrags: | Bibliographie |
| Titel: | A simple closed-form analytical model for the column buckling of omega-stinger-stiffened panels with periodic boundary conditions |
| Sprache: | Englisch |
| Publikationsjahr: | Juni 2020 |
| Titel der Zeitschrift, Zeitung oder Schriftenreihe: | Results in Engineering |
| Jahrgang/Volume einer Zeitschrift: | 6 |
| DOI: | 10.1016/j.rineng.2020.100120 |
| URL / URN: | http://www.sciencedirect.com/science/article/pii/S2590123020... |
| Zugehörige Links: | |
| Kurzbeschreibung (Abstract): | During the preliminary design of stiffened panels, the stability behaviour is critical and both buckling modes, global and local, have to be considered in order to avoid panel configurations in which the minimum stiffness of the stringers is not achieved. In the present work, a new simple computational model is presented that computes the critical column buckling load of an omega-stringer-stiffened panel with periodic boundary conditions. This is achieved by obtaining the effective stiffness properties for an equivalent composite column. The model is able to predict column buckling conservatively as numerical studies show and can easily be used, e.g. as a constraint for optimization studies. |
| Freie Schlagworte: | Column buckling, Computational methods, Omega stringer, Periodic boundary conditions, Stiffened panel |
| Fachbereich(e)/-gebiet(e): | 16 Fachbereich Maschinenbau 16 Fachbereich Maschinenbau > Fachgebiet für Konstruktiven Leichtbau und Bauweisen-KLuB (2023 umbenannt in Leichtbau und Strukturmechanik (LSM)) |
| Hinterlegungsdatum: | 21 Jan 2021 06:24 |
| Letzte Änderung: | 03 Jul 2024 02:49 |
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| Suche nach Titel in: | TUfind oder in Google |
Verfügbare Versionen dieses Eintrags
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A simple closed-form analytical model for the column buckling of omega-stinger-stiffened panels with periodic boundary conditions. (deposited 25 Aug 2020 10:46)
- A simple closed-form analytical model for the column buckling of omega-stinger-stiffened panels with periodic boundary conditions. (deposited 21 Jan 2021 06:24) [Gegenwärtig angezeigt]
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