Schilling, Jakob C. ; Mittelstedt, Christian (2020)
A simple closed-form analytical model for the column buckling of omega-stinger-stiffened panels with periodic boundary conditions.
In: Results in Engineering, 2020, 6
doi: 10.25534/tuprints-00013361
Artikel, Zweitveröffentlichung
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, Christian |
| Art des Eintrags: | Zweitveröffentlichung |
| Titel: | A simple closed-form analytical model for the column buckling of omega-stinger-stiffened panels with periodic boundary conditions |
| Sprache: | Englisch |
| Publikationsjahr: | 2020 |
| Publikationsdatum der Erstveröffentlichung: | 2020 |
| Verlag: | Elsevier |
| Titel der Zeitschrift, Zeitung oder Schriftenreihe: | Results in Engineering |
| Jahrgang/Volume einer Zeitschrift: | 6 |
| DOI: | 10.25534/tuprints-00013361 |
| URL / URN: | https://doi.org/10.1016/j.rineng.2020.100120 |
| Herkunft: | Zweitveröffentlichung aus gefördertem Golden Open Access |
| 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. |
| URN: | urn:nbn:de:tuda-tuprints-133619 |
| Sachgruppe der Dewey Dezimalklassifikatin (DDC): | 600 Technik, Medizin, angewandte Wissenschaften > 600 Technik |
| 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: | 25 Aug 2020 10:46 |
| Letzte Änderung: | 21 Jan 2021 11:17 |
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