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Local buckling analysis of omega-stringer-stiffened composite panels using a new closed-form analytical approximate solution

Schilling, Jakob C. ; Mittelstedt, C. (2020)
Local buckling analysis of omega-stringer-stiffened composite panels using a new closed-form analytical approximate solution.
In: Thin-Walled Structures, 147
doi: 10.1016/j.tws.2019.106534
Artikel, Bibliographie

Kurzbeschreibung (Abstract)

For the preliminary structural design of aircraft, spacecraft and marine vessels, computationally efficient and sufficiently accurate computational methods are necessary. The present work contributes to this field by deriving a new closed-form analytical solution for the local buckling analysis of omega-stringer-stiffened composite panels. Hereby, the plates of the assembly are modelled separately and include the stiffener foot. The principle of the minimum potential energy is used in a Ritz-like approach and leads to an explicit analytical formulation of the critical buckling load. The compliance to geometric and dynamic boundary conditions is ensured. The panel is uniaxially loaded and investigated for different geometrical and material configurations. For the verification of the presented method, a finite element analysis is performed as well as a solution of the Lévy type is obtained. Very good agreement of the new closed-form analytical approach with finite element analyses is shown in numerical studies for technical relevant areas of the design space.

Typ des Eintrags: Artikel
Erschienen: 2020
Autor(en): Schilling, Jakob C. ; Mittelstedt, C.
Art des Eintrags: Bibliographie
Titel: Local buckling analysis of omega-stringer-stiffened composite panels using a new closed-form analytical approximate solution
Sprache: Englisch
Publikationsjahr: Februar 2020
Titel der Zeitschrift, Zeitung oder Schriftenreihe: Thin-Walled Structures
Jahrgang/Volume einer Zeitschrift: 147
DOI: 10.1016/j.tws.2019.106534
URL / URN: http://www.sciencedirect.com/science/article/pii/S0263823119...
Kurzbeschreibung (Abstract):

For the preliminary structural design of aircraft, spacecraft and marine vessels, computationally efficient and sufficiently accurate computational methods are necessary. The present work contributes to this field by deriving a new closed-form analytical solution for the local buckling analysis of omega-stringer-stiffened composite panels. Hereby, the plates of the assembly are modelled separately and include the stiffener foot. The principle of the minimum potential energy is used in a Ritz-like approach and leads to an explicit analytical formulation of the critical buckling load. The compliance to geometric and dynamic boundary conditions is ensured. The panel is uniaxially loaded and investigated for different geometrical and material configurations. For the verification of the presented method, a finite element analysis is performed as well as a solution of the Lévy type is obtained. Very good agreement of the new closed-form analytical approach with finite element analyses is shown in numerical studies for technical relevant areas of the design space.

Freie Schlagworte: Local buckling, Omega stringer, Stiffened plates, Closed-form analytical method, Lévy solution, Transcendental elasticity solution
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 06:21
Letzte Änderung: 21 Jan 2021 06:21
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