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A simple closed-form analytical model for the column buckling of omega-stinger-stiffened panels with periodic boundary conditions

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

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...
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: 21 Jan 2021 06:24
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